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2020-12-21 Council Agenda Packet
Corcoran City Council Agenda December 21, 2020 - 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.Consent Agenda a.Draft Minutes of December 10, 2020 Council Meeting* b.Financial Claims* c.2021 Polling Place Locations* d.Resignation – Paul Moretto, Planner* e.Pay Request #1; Change Order #1 – City Hall Remodel* f.Re-zoning to Rural Commercial from Transitional Rural Commercial – 23240 County Road 30* g.Final Plat for Kariniemi Addition* h.Job Offer – Maintenance Worker* 7.Planning Business 8.Unfinished Business 9.New Business – Public Comment Opportunity a.2021 Fee Schedule* b.2021 Water and Sanitary Sewer Budgets* c.2020 Year in Review* 10.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 11.Presentations/Recognitions a.Resolution Honoring Brian Lother* b.Resolution Honoring Mayor Ron Thomas* 12.Closed Session a.City Administrator Performance Evaluation 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: 830 0091 3994 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/83000913994 OR visit http://www.zoom.us and enter Meeting ID: 830 0091 3994 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: December 21, 2020 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the December 21th Council meeting are as follows: • Planning Commission: Dean Vehrenkamp • Parks and Trails Commission: Sharon Meister Financial/Budget: N/A Options: N/A Recommendation N/A Council Action: N/A Attachments: N/A CITY OF CORCORAN City Council Meeting Minutes December 10, 2020 - 7:00 pm The Corcoran City Council met on December 10, 2020, 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 Thomas was present at City Hall and present via telephonic or other electronic means were Councilor Bottema, Councilor Lother, Council Nichols, and Councilor Schultz. Also present were City Administrator Martens and Administrative Services Director Beise. Director of Public Safety Gottschalk and Public Works Director Mattson were present via telephonic or other electronic means. 1.Pledge of Allegiance Mayor Thomas invited all in attendance to rise and join in the Pledge of Allegiance. 2.Call to Order / Roll Call Mayor Thomas called the meeting to order at 7:00 pm. 3.Agenda Approval City Administrator Martens noted removal of Item 9a. Job Offer Maintenance Worker Job Offer to allow staff to take additional steps with background processes . MOTION: made by Lother, seconded by Bottema to approve the agenda as modified. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) 4.Commission Representatives Mayor Thomas noted Planning Commission Shoulak was present, and Parks and Trails Commissioner Christenson was excused. 5.Open Forum (Public Comment Opportunity) Mayor Thomas 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, clarified her statement at the November 12 meeting regarding pre-sold homes should include all home types. Ms. Sicora inquired about the Elm Creek Watershed Report for the County Road 116 and Hackamore Road area and if the report was available to the public. Ms. Sicora thanked Dorothy Theis for her service within the Corcoran community. Council asked staff to follow up with Ms. Sicora regarding the Elm Creek Watershed Report and staff noted the information had been sent. 6.Presentations/Recognitions a.Resolution Honoring Tom Anderson – City Council Mayor Thomas read Resolution 2020-93 Honoring Outgoing Councilmember Tom Anderson and noted various accomplishments during his service on the City Council. Council thanked Mr. Anderson for his dedicated time and service on the City Council. MOTION: made by Nichols, seconded by Bottema to approve Resolution 2020-93 Honoring Outgoing Councilmember Tom Anderson, Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) b.Resolution Honoring Dorothy Theis – Charter Commission Mayor Thomas read Resolution 2020-94 honoring Commissioner Dorothy Theis’ service on the Charter Commission. Council reflected on Commissioner Dorothy Theis’ decades long involvement Agenda Item 6a. 2 with various commissions and time served on the Council, and thanked her for the years of distinguished service to the City of Corcoran and its residents MOTION: made by Lother, seconded by Schultz to approve Resolution 2020-94 Honoring Outgoing Charter Commissioner Dorothy Theis. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) 7. Consent Agenda a. Draft Minutes of November 23, 2020 Council Meeting b. Financial Claims c. Southeast Corcoran 2020 Trunk Watermain Improvements – Change Order 1 and Pay Request 1 MOTION: made by Bottema, seconded by Schultz to approve the consent agenda as presented. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) 8. Planning Business No planning business was heard. 9. Unfinished Business (Public Comment Opportunity) Mayor Thomas 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. No residents participated in the Public Comment Opportunity. a. Job Offer – Maintenance Worker Item was removed from the agenda. b. City Hall Remodel Update City Administrator Martens reviewed updates to finances regarding the City Hall. City Administrator Martens noted furniture expenditures, state contract pricing, and final price of furniture pricing. City Administrator Martens noted the reallocation of funds in technology to furniture to compensate for the additional cost of furniture needs. City Administrator Martens noted the remodel update is still on budget. Council and staff discussed the estimated furniture cost the architecture firm provided and the discrepancy in estimated to actual furniture costs. Council and staff discussed the decrease in estimated technology costs and the CARES Act funding expenditures in technology. 10. New Business (Public Comment Opportunity) Mayor Thomas 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. No residents participated in the Public Comment Opportunity. a. Budget and Levy Hearing – 2021 Budget and Property Tax Levy Mayor Thomas opened the Public Hearing for comment regarding the 2021 Budget and Property Tax Levy. City Administrator Martens briefly reviewed the budget and levy process for the $6 million budget. City Administrator Martens reviewed how the Open Book process was altered this year due to COVID, and explained the assessor received property tax appeals this year via phone and through email from residents. City Administrator Martens reviewed the 2021 proposed tax rate of 42.846 percent is lower than the 2020 rate of 45.013 percent. City Administrator Martens noted the final levy is slightly lower than the preliminary levy because of the debt service levy decrease, along with a decrease in the general fund budget. City Administrator Martens explained home values will have an impact on tax capacities even though the tax rate is lower than the previous year. City Administrator Martens reviewed each type of property and their valuation increases. City Administrator Martens reviewed the allocation of tax dollars of city services within a median household value of $354,312 is $125 per month. Mayor Thomas invited residents to communicate telephonically during the Public Hearing and share comments regarding the 2021 Budget and Property Tax Levy. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed 3 instructions for participation in the meeting through telephone or computer. No residents participated in the Public Hearing. MOTION: made by Bottema, seconded by Nichols to close the Public Hearing. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) Council thanked City Administrator Martens for the great work and presentation on the 2021 Budget and Property Tax Levy. b. 2021 Full-time, Part-time, and Seasonal Wage Schedule City Administrator Martens reviewed the proposed wage increase of 2.75 percent and the authorizations for the City Administrator to approve step increases based on performance and hire part-time and seasonal staff. MOTION: made by Schultz, seconded by Bottema to approve Resolution 2020-98 Adopting 2021 Wage Schedule for City Employees. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) c. 2021 General Fund Budget and Property Tax Levy City Administrator Martens reviewed briefly the proposed 2021 budget and levy as outlined in the budget hearing, noting the budget amount of $6,832,086, the levy amount of $5,045,377, and the projected lower, proposed tax rate of 42.763 percent is the lowest tax rate since 2012. City Administrator Martens noted Council’s goal over the last several years has been to maintain or increase City services as needed as the City grows, while also maintaining a consistent tax rate. Council inquired about revenue impact of property tax percentages versus permits and fees, and asked for a breakdown of residential, commercial and industrial and where the revenue make up is on the property tax side. Council noted the budget and property tax levy is a year-long process and reviewed through many Council meetings. Council and staff discussed the increase in fees, permits, and fines from 22 percent to 26 percent between 2020 and 2021. Council and staff discussed the zero percentage in revenue in Local Government Aid (LGA). City Administrator Martens explained the LGA is a tax collected by the State of Minnesota and given to cities within the state but is not applicable to Corcoran. MOTION: made by Schultz, seconded by Bottema to approve Resolution 2020-96 Adopting 2021 Budget and the Final 2020 Tax Levy, Collectible in 2021. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) Council thanked City Administrator Martens and staff for the outstanding job for the work completed on the budget and property tax levy. d. Parks and Trail Commission Appointment – Tom Anderson City Administrator Martens reviewed the appointment of Tom Anderson resuming his term to the Parks and Trail Commission through February 29, 2022 . MOTION: made by Thomas, seconded by Nichols to appoint Tom Anderson his term to the Parks and Trail Commission through February 29, 2022. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols, and Schultz (Motion carried 5:0) 11. Staff Reports a. Pandemic Response Update Director of Public Safety Gottschalk reported total COVID tests of 367,000 cumulatively, with 77,000 tests in Hennepin County, and 1,200 deaths; the current positive test rate has decreased to 8.5 percent, with ICU beds at close to maximum capacity, and vac cines soon to be readily available in Minnesota next week, with priority distribution groups. City Administrator Martens noted a modified staff schedule still exists with City Hall remaining open 8:00 am to 4:00 pm with rotating staff schedules to coordinate work and coverage of services. City Administrator Martens reviewed opening of ice rinks and implications of staffing, and COVID-related exposure risk to residents utilizing the warming house and ice rinks. Council discussed outdoor activity of ice rinks, warming houses, lighting 4 at the ice rinks, and implications of a city position overseeing the rinks and how COVID-related enforcement could be managed. Council consensus was to keep warming house closed, forgo hiring rink attendants this season, and having rinks open with lights on through regular ice rink hours with controlled automatic lights. Council discussed port-a-potty and bench seating availability for community use. b. Financial Performance Report City Administrator Martens reviewed the 2020 financial performance report, noting a $350,000 surplus in the budget resulted from limited operation and function expenditures due to the pandemic in 2020 and funding assistance from the CARES Act. Council inquired about the 2021 budget and if the surplus is reflective in the levy for 2021. City Administrator Martens noted the 2021 General Fund Budget and Tax Levy is separate from the 2020 surplus monies. City Administrator Martens reviewed the City audit is scheduled for April 2021, and upon audit completion, staff can examine and present to Council the surplus, to determine if and how funds should be reallocated before the 2020 audit is closed out. City Administrator Martens noted typically surplus funds are allocated to reserves or could be allocated to resources for the community based on pandemic related needs. 12. 2020/2021 City Council Schedule City Administrator Martens reviewed the upcoming agenda items for the last Council meeting of 2020 scheduled for Monday, December 21. Council and staff discussed the City Administrator’s closed session evaluation which will be held at the December 21 meeting. Council inquired about a Council survey to schedule work sessions and goals and objectives in 2021. 13. Adjournment MOTION: made by Lother, seconded by Nichols to adjourn. Voting Aye by Roll Call Vote: Thomas, Bottema, Lother, Nichols and Schultz (Motion carried 5:0) Meeting adjourned at 8:10 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item6b. Council Meeting Date:12/21/2020 FINANCIAL CLAIMS Prepared By:jrotz CHECKRANGE Agenda Item: 6b.FUND #500 ESCROW CLAIMS Paid toAmountProject name 500-20476$1,505.49KISSNER, GENE - ESCROW REFUND 500-20400$444.25LANDFORM - RAVINIA 5TH 16-015 500-20376$69.50LANDFORM - PARK PLACE STORAGE 16-027 500-20396$233.75LANDFORM - RAVINIA 4TH 16-004 500-20413$34.75LANDFORM - RAVINIA 8TH FP AND PUD 17-003 500-20416$183.50LANDFORM - Sunrise Solar - 17-007 500-20436$69.50LANDFORM - Pulte Encore Final PUD and FP 18-027 500-20465$444.25LANDFORM - Ravinia 10th FP & PUD 18-034 500-20436$318.75LANDFORM - Pulte Bellwether 2nd Addition Final Plat and PUD 19-001 500-20332$173.75LANDFORM - Tavera RZ, PUD and PP 20-017 500-20482$1,178.00LANDFORM - Nelson Trucking CUP, SP, VAR 20-022 500-20488$3,892.00LANDFORM - Rush Creek Reserve FP and FPUD 20-030 500-20469$1,741.75LANDFORM - Ravinia 15th FP, PUD, FPUD 20-033 500-20497$584.50LANDFORM - Karineimi FP 20-036 500-20485$948.75LANDFORM - Tessmer - PP 20-037 500-20209$34.75LANDFORM - Orth Solar C of C 20-038 500-20307$69.50LANDFORM - Scherber Rezoning - 23240 CR 30 20-040 500-20471$1,033.75LANDFORM - St. Therese Minor Subdivision 20-041 500-20332$34.75LANDFORM - Tavera FP and FPUD 20-042 500-20485$34.75LANDFORM - Tessmer FP 20-043 500-20204$837.40WENCK ASSOCIATES, INC. - APPALOOSA WOODS ENGINEER'S REPORT 500-20484$610.50WENCK ASSOCIATES, INC. - Kariniemi WCA 500-20332$67.50WENCK ASSOCIATES, INC. - Lennar Tavera WCA 500-20207$216.00WENCK ASSOCIATES, INC. - Paumen WCA 500-20208$216.00WENCK ASSOCIATES, INC. - Lyndon Minks WCA 500-20477$264.00WENCK ASSOCIATES, INC. - Scherber CR30 WCA LGU 500-20471$336.00WENCK ASSOCIATES, INC. - ST THERESE WCA 500-20210$310.00WENCK ASSOCIATES, INC. - HENN PROPERTY WCA 500-20211$449.50WENCK ASSOCIATES, INC. - NOR-SON WCA 500-20482$46.00WENCK ASSOCIATES, INC. - NELSON TRUCKING CAH 101 TURN LANES 500-20485$286.00WENCK ASSOCIATES, INC. - TESSMER WCA 500-20212$641.50WENCK ASSOCIATES, INC. - GONYEA 19800 HACKAMORE RD WCA 500-20213$270.00WENCK ASSOCIATES, INC. - VAN BLARICOM WCA 500-20214$405.00WENCK ASSOCIATES, INC. - M/I HOMES WCA 500-20484$135.90WENCK ASSOCIATES, INC. - KARINIEMI GRADING INSPECTION 500-20335$7,159.65WENCK ASSOCIATES, INC. - LENNAR - ENGINEERING 500-20438$2,222.02WENCK ASSOCIATES, INC. - Bass Lake Crossing M/I Home 17-012 Engineering 500-20423$480.94WENCK ASSOCIATES, INC. - Bass Lake Estates Sketch PUD 17-015 500-20423$112.88WENCK ASSOCIATES, INC. - Cold Storage Crossings 500-20474$88.60WENCK ASSOCIATES, INC. - ComLink Midwest CUP 19-011 500-20436$7,945.41WENCK ASSOCIATES, INC. - Pulte Development Infrastructure 500-20471$1,092.70WENCK ASSOCIATES, INC. - St. Therese Sketch Plan 19-006 500-20332$1,044.40WENCK ASSOCIATES, INC. - Wessel Project Offsite Utilities 500-20490$850.00WENCK ASSOCIATES, INC. - Cook Lake - Schommer 500-20332$2,582.40WENCK ASSOCIATES, INC. - Lennar Tavera Development 500-20482$1,711.55WENCK ASSOCIATES, INC. - Nelson Sketch Plan 19-023 500-20488$6,632.40WENCK ASSOCIATES, INC. - Sawgrass PUD Concept 20-012 Total$50,044.24 Total Fund #500 =$ 50,044.24 See attached Payments Detail) Agenda Item:6b.ALL OTHER FINANCIAL CLAIMS$ 416,622.58 $ 466,666.82 Total Checks See attached Check Detail Register) Total of Auto Deductions$ 167,372.94 TOTAL EXPENDITURES FOR APPROVAL$ 634,039.76 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 12/7/2020Paypal MNFOP$ 175.00PD Memberships 12/8/2020USPS - Hamel, MN$ 600.00Water/Sewer postage 12/9/2020Zoom.us$ 69.88 Remote meeting license 12/11/2020Fleetio.com - Birmingham, AL$ 54.00 PD Supplies 12/11/2020Strobes N More 401-454-4487$ 564.70PW Supplies 12/14/2020U of M Continued Learning$ 470.00Code Compliance Training 12/18/2020IACP 703-647-7279$ 190.00PD Memberships 12/18/2020MN Board of Acountancy$ 102.00Accountant memberships 12/18/2020A H Stock Manufacturing$ 811.33PW Supplies 12/18/2020Dept of Agriculture$ 230.06PW Licensing 12/3/2020ADP Wage Garnishment$ 353.93Garnishment 12/3/2020Payroll Taxes$ 15,753.83Payroll taxes 12/3/2020Net Payroll PP25$ 48,974.11Net payroll PP25 12/4/2020ACH FILE FEE$ 15.00 Automatic sewer/water payment ACH fee 12/4/2020MN PERA, PERA$ 15,039.21Pension plan 12/7/2020REVTRAK SV9T$ 576.24Credit Card Fees for November 12/7/2020State of MN - Roth$ 2,219.26Deferred compensation payment to State of MN 12/7/2020State of MN - MSRS$ 2,223.15State of MN healthcare savings plan 12/7/2020Optum - H S A$ 3,484.11Health savings account 12/17/2020US Bank Equipment Finance$ 317.00Copier lease 12/17/2020Payroll Taxes$ 19,156.39Payroll taxes 12/17/2020Net Payroll PP26$ 55,993.74Net payroll PP26 Total$ 167,372.94 H:\\City Hall Information\\CITY GOVERNMENT\\Council, Commissions & Committees\\Council Information\\Council Claims\\2020 Claims Workbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-210OperatingSupplies (GENERAL)E100-41951-207ComputerSuppliesE100-43100-380Utility & Services (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-42100-212MotorFuelsE400-41941-210OperatingSupplies (GENERAL)E100-42100-200OfficeSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-41100-210OperatingSupplies (GENERAL)E100-41941-200OfficeSupplies (GENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210 Operating Supplies (GENERAL)Total CENTRALSQUARETECHNOLOGIESTotal CENTERPOINTENERGYHOUSTONTotal AMAZONCAPITALSERVICESTotal BLUELAKEPLASTICSLLCTotal BEAUDRY OILCOMPANY Total BECHTOLD, CLYDETotal ACMETOOLSACMETOOLSCENTRALSQUARETECHNOLOGIESCENTERPOINT ENERGYHOUSTONBLUE LAKEPLASTICSLLCBIFFSINC.BECHTOLD, CLYDEBEAUDRYOILCOMPANYAMAZONCAPITALSERVICESADP, LLCTotalBIFFSINC.Total ADP, LLC$14,734.30($100.32)$649.99$558.21$750.00$187.29$216.74$403.72$247.71$176.99$475.10$119.00$41.98$87.98$25.79$43.99$23.22$31.43$68.91$13.9979913392997019884559-7 11-25381W79325612142017108111JNJ-7W9X-91JNJ-7W9X-91JNJ-7W9X-91DT3-P43C-D1DT3-P43C-D8249580824571082443818241076822353782181978200512SUPPLIESLETGSOFTWAREHOSTINGANDANNUAL NATURAL GAS BASIC 9100 CO RD 1950X 100 6MLB/WPORTABLE TOILET - CITY HALL REMODELPROPANE - 8200CR 116SUPPLIESSUPPLIESSUPPLIESRECOGNITIONOFFICE SUPPLIESWORKFORCE NOW PAYROLL SOLUTIONS BUNDLESUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIES12/18/2010:51AMCITYOFCORCORAN14,734.30$1,445.64$247.71$558.21$750.00$187.29$216.74$403.72$212. 41MAINTENANCE FEE Page 1 Check Detail Register© December 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-42100-223BuildingRepairSuppliesE100-42100-301PrisonerE100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE100-43100-417UniformsE100-41941-210OperatingSupplies (GENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E416-41951-580OtherEquipmentE100-42100-321TelephoneE100-41941-321TelephoneE100-43100-417UniformsE100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-42100-223BuildingRepairSuppliesE100-43100-417UniformsE100-41941-210OperatingSupplies (GENERAL)E 100-43100-210 Operating Supplies (GENERAL)Total COMPUTERINTEGRATIONTECHTotal CULLIGANBOTTLEDWATERTotal HENNCOSHERIFF-MC131Total DAKOTASUPPLYGROUP Total ECMPUBLISHERS INCTotal COMCAST-INTERNETTo tal HEINZ, BRANDONTotal CINTAS - 470CINTAS - 470HENNCO SHERIFF-MC131ECMPUBLISHERS INCDVSDAKOTASUPPLY GROUPCULLIGANBOTTLED WATERCOMPUTER INTEGRATION TECHCOMCAST-INTERNETTotal DVS($1,365.00)$9,750.00$1,187.81$121.33$206.91$216.74$322.57$595.00$354.25$139.18$139.17$116.94$121.33$116.94$35.76$75.00$47.49$11.00$64.43$46.73$24.10$91.40406961353010001562361000156181100015611 4121520807374S100605765.0CM168353021143019001196901215201215204070261584407026148340702614794070261447406961373740696136544069613635FLOOR MATS - POLICEPrisoner Fees - Booking / HousingRadio Fees - Public WorksRadio Fees / MDC2020-BOOTSTNT BUDGET MEETINGVEHICLE REGISTRATION - 1FM5K8AR6GGB35895CMBRG 314104PIPECU K SOFTOFFICE WATERIT MANAGED SERVICE - MTHIT MANAGED SERVICE MTHIT MANAGED SERVICE - MTHLENOVOTHNKPADS AND DOCKSPD INTERNETCITY HALL INTERNETUNIFORMSCITY HALLPUBLIC WORKSFLOOR MATS - POLICEUNIFORMSCITY HALLPUBLICWORKS12/18/2010:51 AM CITYOFCORCORAN9,334.25$1,469.72$674.53$216.74$322.57$278.35$64.43$47.49$ 11.00 Page 2 Check Detail Register© December 2020 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid R206-42100-36217SaleofAssetsE100-43100-212MotorFuelsE100-41900-433DuesandMembershipsE100-41910-300ProfessionalSrvsGENERAL)E100-41920-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20485Tessmer -TopoExemption20-007G500-20332LennarTaveraDevelopmentG500-20471St. ThereseSketchPlan19-006G500-20307LindaKohnen23240CR30WCAG500-20209OrthSolarCofC20-038G500-20485Tessmer -TopoExemption20-007G500-20497KariniemiPP20-016E100-41910-300ProfessionalSrvs (GENERAL)G500-20469Rav11-1318-040, 19-002 & 012G500-20488RushCreekReserveG500-20482NelsonSketchPlan19-023G500-20332LennarTaveraDevelopmentG500-20436PulteEncore - PUDSkch17-029G500-20465Ravinia10thFP & PUD18-034G500-20436PulteEncore - PUDSkch17-029G500-20416SunriseSolar - 17-007G500-20413Ravinia8thFPandPUDG500-20396Ravinia4thAdditionG500-20376ParkPlaceStorageG500-20400Ravinia5th & 6thE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-417 UniformsG500-20476 KissnerWetlandWaiver19-015Total HENNCOUNTYATTORNEYSOFFICETotal LEAGUEOFMINNESOTACITIES Total KRISENGINEERINGTotal KOTTKE, ROBBIETotal KISSNER, GENETotal LANDFORMHENNCOUNTYATTORNEYSOFFICELUBE-TECH & PARTNERS, LLCLEAGUEOFMINNESOTACITIESLANDFORMKRISENGINEERINGKOTTKE, ROBBIEKISSNER, GENE$1,505.49$4,76439$6,394.00$3,621.00$4,358.00$1,033.75$1,741.75$3,892.00$1,178.00$2,856.00$208.40$200.00$948.75$584.50$243.25$173.75$318.75$444.25$183.50$233.75$444.25$230.00$69.50$34.75$34.75$69.50$34.75$69.50$34.75DRUG FORFEI2500616326571312053120531205312053120531205312053120531205312053120531205312053120531205312043120331203312023120231201312013120134172121620ESCROW REFDRUG FORFEITURE 20%TOHENNEPIN COUNTYMOTOR LUBRICANTSLMC MEMBERSHIP DUESCity MeetingsCode EnforcementCorcoran PlanningTessmer FP20-043Tavera FPandFPUD 20-042St. Therese MinorSubdivision 20-041Scherber Rezoning - 23240CR3020-040Orth SolarCofC20-038Tessmer - PP20-037Karineimi FP20-036City/Lother Topo/Wetland Waiver20-035Ravinia 15thFP, PUD, FPUD 20-033Rush CreekReserve FPandFPUD20-030Nelson Trucking CUP, SP, VAR20-022Tavera RZ, PUDandPP20-017Pulte Bellwether 2ndAdditionFinalPlatandPUD19-001Ravinia 10thFP & PUD 18-034Pulte EncoreFinalPUD andFP18-027Sunrise Solar - 17-007RAVINIA 8THFPANDPUD 17-003RAVINIA 4TH 16-004PARK PLACE STORAGE 16-027RAVINIA 5TH16-0157/8X6X4' SNO-SHOCK BLADE2020-BOOTSESCROW REFUND12/18/2010:51AMCITYOFCORCORAN19,946.75$1,505.49$6,394.00$2,856.00$208.40$230.00 Page 3 Check Detail Register© December 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-42100-212MotorFuelsE100-45200-433DuesandMembershipsE100-42100-433DuesandMembershipsE100-41900-433DuesandMembershipsR206-42100-36217SaleofAssetsE100-43100-220Repair/MaintSupply (GENERAL)E602-49450-312MCESSewageTreatmentE100-42400-300ProfessionalSrvs (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-41900-210OperatingSupplies (GENERAL)E601-49400-310 OtherProfessionalServicesE100-41600-300ProfessionalSrvs (GENERAL)Total MINNESOTAMANAGEMENT & BUDGETTotal METROWESTINSPECTIONSERVICESTotal MADDEN, GALANTER, HANSENLLPTotal METROPOLITANCOUNCILENVIROTotal MNCHIEFSOFPOLICEASSOCTotal LUBE-TECH & PARTNERS, LLCTotal MENARDSMAPLEGROVETotal MAPLEGROVE, CITYOF Total MILLERCHEVROLETTotal MATTSON, KEVINTotal MISSIONSINCTotal MEISTERPATMADDEN, GALANTER, HANSENLLPMNRECREATION/PARKASSOCMNCHIEFSOFPOLICEASSOCMISSIONSINCMINNESOTAMANAGEMENT & BUDGETMILLERCHEVROLETMETROPOLITANCOUNCILENVIROMENARDSMAPLEGROVEMEISTERPATMATTSON, KEVINMAPLEGROVE, CITYOF$19,702.00$45,424.48$1,445.51$2,750.00$6,213.01$100.00$300.00$305.00$104.20$564.17$191.99$36.00$23.9525006162021116112021DRUG FORFEI65508526457498712162012172020749NOV20MOTOR LUBRICANTS2021 MEMBERSHIP - JESSICA CHRISTENSEN BUCK2021 Dues - MNChief of Police Assc - GottschalkHOME FREE 2021DRUG FORFEITURE 10%TO STATE OF MNREPAIR PARTSMATERIAL TREATMENTFINALIZED INSPECTIONSPOLICE STATION REMODEL SUPPLIES2020-BOOTSPUBLIC WORKS LUNCH APPRECIATIONWATER SERVICE SEMI ANNUALLEGAL FEES12/18/2010:51AMCITYOFCORCORAN19,702.00$45,424.48$6,209.90$2,750.00$6,213.01$100.00$305.00$104.20$564.17$191.99$36.00$23.95 Page 4 Check Detail Register© December 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-45200-433DuesandMembershipsE100-43100-417UniformsE100-43100-380Utility & ServicesGENERAL)E400-41941-520BuildingsandStructuresE100-41130-351NewsletterExpensesR601-49400-36233Refunds/ReimbursementsE100-41941-210OperatingSupplies (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E416-43100-550MotorVehiclesE100-41900-433DuesandMembershipsE100-43100-220Repair/MaintSupplyGENERAL)E100-42100-208 TrainingandInstructionTotal NORTHWESTHENNLEAGUEOFMUNICTotal RANDYSENVIRONMENTALSERVICESTotal MNRECREATION/PARKFOUNDATIONTotal NORTHMEMORIALEMSEDUCATIONTotal NORTHERNSAFETYTECHNOLOGYTotal MNRECREATION/PARKASSOCTotal NUSSTRUCK & EQUIPMENT TotalREINKING, MARKTotal PAGLIANO, ALEXTotal OFFICEDEPOTTotal POSTMASTERMNRECREATION/PARKFOUNDATIONRUSSELL SECURITYRESOURCEINCREINKING, MARKRANDYSENVIRONMENTALSERVICESPREVOLVPOSTMASTERPAGLIANO, ALEXOFFICEDEPOTNUSSTRUCK & EQUIPMENTNORTHWESTHENNLEAGUEOFMUNICNORTHERNSAFETYTECHNOLOGYNORTH MEMORIALEMSEDUCATIONTotal PREVOLV$100,294.00$39,841.01$1,339.80$1,400.00$200.00$230.00$715.00$103.92$151.79$25.00$38.97$34.22$70.0020211210201377604920014652799P402574320633202151509N21-FDD-3962021 MEMBERSHIP - JESSICACHRISTENSENBUCK2020-BOOTSGARBAGE DUMPED50% DEPOSITFORPHASE1FURNITUREWINTER/SPRING2021NEWSLETTERWATER/SEWERBILL REFUNDSIGN, WALL, 2X10SWITCHPARTS/LABORMACK2021GR64F91M2GR5GC0MM0018242021MEMBERDUESPSAEMRREFRESHER12/07/2020JESSEOLSON12/18/2010:51AMCITYOFCORCORAN100,480.01$39,841.01$1,339.80$1,400.00$300.00$230.00$715.00$103.92$200.00$25.00$38.97$70. 00 Page 5 Check Detail Register© December 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E400-41941-520BuildingsandStructuresE100-41100-210OperatingSupplies (GENERAL)E100-45200-219Covid-19CoronavirusE100-41920-219Covid-19CoronavirusE100-41400-219Covid-19CoronavirusE100-41951-210OperatingSupplies (GENERAL)E100-42100-321TelephoneE100-42100-323RadioUnitsE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E416-43100-550MotorVehiclesE100-43100-210OperatingSupplies (GENERAL)E100-41941-400RepairsMaintCont (GENERAL)E100-42100-417UniformsE416-42100-210OperatingSupplies (GENERAL)E416-42100-210OperatingSupplies (GENERAL)E100-42100-417UniformsE416-42100-210OperatingSupplies (GENERAL)E416-42100-210OperatingSupplies (GENERAL)E100-42100-417UniformsE416-42100-210OperatingSupplies (GENERAL)E100-43100-210 Operating Supplies GENERAL)Total STMICHAELSPINALREHABCENTERTotal RUSSELLSECURITYRESOURCEINCTotal STREICHERSPOLICEEQUIPMENT Total TERMINALSUPPLYCOTotal VERIZONWIRELESSTotal SYMBOLARTSTotal TOWMASTERSTMICHAELSPINALREHABCENTERVIKINGAWARDS & RECOGNITIONVERIZONWIRELESSTOWMASTERTERMINAL SUPPLYCOTEGRETESYMBOL ARTSSTREICHER SPOLICEEQUIPMENTTotal TEGRETE$42,450.00$2,854.40($430.00)$209.20$202.60$422.27$228.95$556.66$407.92$380.00$310.00$630.00$597.00$239.99$550.00$313.98$95.00$18.83$16.82$67.26$16.13$83.59A38562547398678723359867872335986787233598678723359867872335986787233543402543402243388890118-00935650363137-INS1414616I1470853I1470092I1469438I1467717HEINZPADLOCKSKEYEDTO AAMAYOR - PUBLICSERVICEAWARDCELLSERVICECELLSERVICECELLSERVICECodeEnforcementIpadCELLSERVICERADIOUNITS1FDUF5HTXLDA08840TRUCKCHASSISINSTALL1FDUF5HTXLDA08840TRUCKCHASSISINSTALL1FDUF5HTXLDA08840TRUCKCHASSISINSTALL SUPPLIESMONTHLY CITY HALL CLEANINGUNIFORM SUPPLIESUNIFORMSUNIFORMSUNIFORM SUPPLIESTHIGH POUCHESWEAPON LIGHTUNIFORM SUPPLIESDOT PHYSICAL12/18/20 10:51AMCITYOFCORCORAN43,090.25$4,755.37$209.20$770.26$407.92$380.00$310.00$95. 00TRUCKCORCORAN1TONTRUCKCORCORAN1TONTRUCKCORCORAN1 TON Page 6 Check Detail Register© December 2020 Check UnpaidUnpaid E400-41941-520BuildingsandStructuresG500-20332LennarTaveraDevelopmentG500-20471St. ThereseSketchPlan19-006G500-20436PulteEncore - PUDSkch17-029G500-20474ComLinkMidwestCUP19-011G500-20423BassLakeEstSkchPUD17-015G500-20423BassLakeEstSkchPUD17-015E427-43100-530ImprovementsOtherThanBldgsG500-20335LennarEngPlanReview/ModificG500-20484KariniemiWCAE100-42400-303EngineeringFeesE602-49450-234InspectionsE601-49400-234InspectionsE100-42400-303EngineeringFeesE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesG500-20214M/IHomesWCAG500-20213VanBlaricomWCAG500-20212Gonyea19800HackamoreRdWCAG500-20482NelsonSketchPlan19-023E100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesG500-20211Nor-SonWCAG500-20210HennPropertyWCAG500-20477ScherberCR30WCALGUG500-20208LyndonMinksWCAG500-20207PaumenPropertyWCAG500-20332LennarTaveraDevelopmentG500-20484KariniemiWCAE100-43170-299WatershedLGUE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvsGENERAL)E601-49400-303 EngineeringFeesG500-20204 AppaloosaWoodsFeasibilityE100-43170-300 ProfessionalSrvs (GENERAL)Total VIKING AWARDS & RECOGNITION Total WEBER,INC.WEBER, INC.WENCK ASSOCIATES, INC.$62,510.79$12,817.20$1,955.00$1,044.40$1,092.70$7,945.41$2,222.02$1,471.80$7,159.65$4,590.00$1,185.00$1,107.20$837.40$112.88$480.94$135.90$210.00$294.00$126.79$126.79$282.25$282.25$405.00$270.00$641.50$286.00$358.00$390.80$449.50$310.00$336.00$264.00$216.00$216.00$610.50$607.50$894.60$67.50$88.60$33.44$33.44$46.00PAY11216201216201216201216201216201216201216 20121620121620121620121620121620121620121620121620121620121620121620121620121620121620121620121620PAYREQUEST #116% COMPLETEWesselProjectOffsiteUtilitiesSt. ThereseSketchPlan19-006PulteDevelopmentInfrastructureComLinkMidwestCUP19-011ColdStorageCrossingsBassLakeEstatesSketchPUD17-015BassLakeCrossingM/IHome17-012Engineering66thStreetDesign andConstructionLENNARENGINEERINGBASSLAKEASBUILTREVIEWBASSLAKECROSSINGBASSLAKECROSSINGRAVINIAASBUILTREVIEWRAVINIARAVINIAPULTEPULTENEWaterSupplyM/IHOMESWCAVANBLARICOMWCATESSMERWCANELSONTRUCKINGCAH101TURNLANESCITYOFCORCORANBRIDGEREPLACEMENTCITYOFCORCORANTESTWELLSITENOR-SONWCAHENNPROPERTYWCASTTHERESEWCAScherberCR30WCALGULyndonMinksWCAPaumenWCALennarTaveraWCAKariniemi WCAWCA VIOLATION - E. MAYERSWCA LGUStormWater - EngineeringTransportation2020SECORCORANTRUNKWATERMAINAPPALOOSAWOODSENGINEER'SREPORTGeneralEngServices12/18/2010:51 AM CITYOFCORCORAN62,510.79$ 202.60 Page 7 Check Detail Register© December 2020 FundSummaryUnpaidUnpaidUnpaid 10100FarmersStateBank100GENERALFUND602SEWER601WATER500ESCROWHOLDINGFUND427GLEASON/66THPARKWAYEXTENSION416CAPITAL-EQUIPMENTCERTS400CITYHALLREMODEL2020-2021206DRUGFORFEITUREFUNDG500-20490CookLake - SchommerE100-41410-210OperatingSupplies (GENERAL)E100-43100-381Street/SignalLightsE100-43100-381Street/SignalLightsE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)G500-20488 Rush Creek ReserveG 500-20482 Nelson Sketch Plan 19-023G 500-20332 Lennar Tavera DevelopmentTotal WESTSIDE WHOLESALE TIRETotal WENCK ASSOCIATES, INC. Total ZUTHER, SHAWNATotal XCELENERGYWESTSIDE WHOLESALETIREZUTHER, SHAWNAXCEL ENERGY$110,536.68$156,695.40$102,904.21$50,044.24$38,046.40$1,471.80$6,655.49$312.60$2,582.40$6,632.40$1,711.55$850.00$133.36$379.20$804.80$96.00$27.6 0$30.01121620120320874174874152121620121620121620121620Cook Lake - SchommerMILEAGESTREET LIGHTING 9525 CAIN ROADSTREET LIGHTING 9820 CR 101SERVICESERVICEBRIDGE FEASIBILITY STUDYSawgrass PUD Concept 20-012Nelson Sketch Plan 19-023Lennar Tavera Development12/18/20 10:51AMCITYOFCORCORAN64,585.11$475.20$163.37$27.60 10100 Farmers State Bank$466,666. 82 466,666. 82 Page 8 Check Detail Register© December 2020 Check CityofCorcoran ConsultantSummary 12/21/2020 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform12/07/20 19,946.75 Metro West Inspection12/04/20 45,424.48 Rolf Erickson Enterprises Wenck Associates12/16/20 64,585.11 Total$ 129,956.34 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2020ClaimsWorkbook.xls City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-99 Page 1 of 1 Motion By: Seconded By: A RESOLUTION DESIGNATING POLLING PLACE LOCATIONS FOR 2021 ELECTIONS WHEREAS, Minnesota Statute Section 204B.16, subd. 1 requires the governing body of each municipality to designate by resolution a polling place by December 31 each year and no less than 90 days before an election; and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Corcoran, that the following polling places are located in Corcoran and designated for each election precinct in 2021: •Precinct 1 – St. Thomas the Apostle Church – 20000 County Road 10, Corcoran, MN 55340 •Precinct 2 – Hope Community Church – 19951 Oswald Farm Road, Corcoran, MN 55374 •Precinct 3 – Corcoran City Hall – 8200 County Road 116, Corcoran, MN 55340 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise –Administrative Services Director Agenda Item 6c. STAFF REPORT Agenda Item 6d. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: Resignation – Paul Moretto Action Required: Accept Summary: The City received the attached resignation from Paul Moretto, who was recently hired as Planner for the City. Paul’s last working day was Thursday, December 17th. The City Council should accept the resignation. The recruitment resulted in several highly qualified candidates. Staff will setup follow up discussions with the next preferred candidate and look to bring a new offer to the City Council for consideration. Financial/Budget: The 2021 budget includes funds for the Planner position. Council Action: Accept the resignation of Paul Moretto; direct staff to review qualified candidates from the search to consider for hire. Attachments: 1. Resignation – Paul Moretto From:Paul Moretto To:Brad Martens Subject:Thank you Date:Thursday, December 10, 2020 9:45:18 AM Hello and good morning, I would like to thank you for the opportunity to work with you and your excellent team. You have been a pleasure to work with and it is with a sad and heavy heart that I must tender my resignation and two-weeks notice. I appreciate your resilience in these troubling times and that your openness and caring has not gone unnoticed. You are a leader of the finest qualities. Again, thank you for your understanding and compassion in this hard decision. I wish you and your team all the best and great success both now and in the future. Sincere regards, Paul Moretto STAFF REPORT Agenda Item 6e. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: Pay Request #1; Change Order #1 – 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 #1 a. The attached pay request is for $62,510.79. This is for work completed thus far. Items have been reviewed by the architect for accuracy. 2. Change order #1 a. This first change order is to increase the overall contract by $9,095.03 as outlined below: i. Electrical and hardware modifications: $2,507.40 1. Additional work required which was missing from original plans ii. Louver changes: -$93.00 1. Removed some construction costs based upon field discussions iii. Electrical floor box; kitchen electrical changes: $5,723.03 1. Required additional electrical for kitchen missing from plans 2. Addition of floor electrical outlets in conference rooms iv. Door headers: $957.60 1. Additional door header support needed due to unknown conditions inside soffit 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 12/18/20 Construction $396,500 $405,595.03 Technology $120,000 $88,500 Furniture $120,000 $151,500 Soft Costs $90,000 $80,904.97 Total $726, 500 $726, 500 Council Action: Approve Pay Request #1 and Change Order #1 for the City Hall remodel project. Attachments: 1. Pay Request #1 2. Change Order #1 12/11/2020 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: #01 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: 1.1 Modified eight hardware groups and added two hardware groups to Section 08 71 00. 1.2 Modified hardware schedules, changing hardware groups for four doors per attached arch drawing. 1.3 NO COST: Card reader shown on door E115D moved to door E115C. 1.4 NO COST: Card readers shown on door A147A and door A147B on E2.0. These were previously shown on the New Telecommunications Closet Layout detail on E7.0. They are now shown on both E2.0 and E7.0 for clarification. 1.5 New door hardware previously shown on door E141 removed from E2.0. Attachments: SECTION: 08 71 00 DRAWINGS: A2.0, E0.1, E2.0 Issued By: Derek Gallagher Date: 10/16/2020 No. 182292 08 71 00-1 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 SECTION 08 71 00 FINISH HARDWARE PART 1: GENERAL 1.01 SUMMARY A. This Section includes the furnishing and installing of all finish hardware material specified herein, listed in the hardware schedule, or required by the Drawings. B. Items of hardware include: 1. Finish hardware 2. Thresholds and weatherstrip 1.02 QUALITY ASSURANCE A. Except where specified in the hardware schedule, furnish products of only one manufacturer for each type of hardware. B. Supplier: Company specializing in the builders' hardware industry. C. Provide hardware for fire-rated openings conforming to UBC Standard 7-2. D. Provide hardware for fire-rated openings conforming in compliance with NFPA 80 1995 Edition. 1.03 REGULATORY REQUIREMENTS A. Furnish hardware listed by UL testing agency for all rated openings in conformance with requirements for the class of opening scheduled. B. Rating requirements have precedence over this specification where conflict exists. C. Furnish and install hardware that is in compliance with American with Disabilities Act of 1990 (ADA) technical standards, and current State Building Code. 1.04 SUBMITTALS A. Submit in accordance with Section 01 33 00. 1. Schedules a. Itemize hardware in the sequence and format established by this specification. 1. List and describe each opening separately; include door number, room designations, degree of swing, and hand. 2. List related details; include dimensions, door and frame material, and other conditions affecting hardware. 3. List all hardware items; include manufacturer's name, quantity, product name, catalog number, size, finish, attachments, and related details where applicable. No. 182292 08 71 00-2 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 b. Submit manufactures cut sheets on each type of hardware proposed. c. Resubmit the corrected schedule when required. d. Determine keying requirements by meeting with the Owner coordinated through the Architect, and submit a detailed keying schedule for review; resubmit the corrected schedule when required. 2. Samples: Submit samples of hardware items as may be required by the Architect; identify each sample and indicate the location of subsequent installation in the project. 3. Templates: Furnish a copy of the approved hardware schedule and all pertinent templates or template information to each fabricator of material factory-prepared for the installation of hardware. 4. Include documentation for UL 10C or other approved testing agency stating hardware has passed UBC Standard 7-2. 1.05 DELIVERY, STORAGE AND HANDLING A. Store hardware in dry surroundings and protect against loss and damage. PART 2: PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS/MATERIALS A. Hinges 1. Butt hinge manufacturers and respective catalog numbers: IVES Hager Stanley McKinney Bommer a. 5PB1 1279 F179 T2714 5000 b. 5BB1 BB1279 FBB179 TB2714 BB5000 c. 5BB1 630 BB1191 FBB191 TB2314 BB5002 d. 5BB1HW BB1168 FBB168 T4B3786 BB5004 e. 5BB1HW630 BB1199 FBB199 T4B3386 BB5006 2. Continuous hinges manufacturers and respective catalog numbers: Markar Stanley Ives McKinney 300 Series 600 Series 700 Series MCK-300 Series a. Continuous hinges shall be full height pin and barrel type hinge providing full height door support up to 600 pounds. Edge mount (unless noted otherwise). b. Hinges shall be constructed of heavy-duty 14-gauge material. The stainless internal pin shall have a diameter of .25 and the exterior barrel diameter of .438. c. Hinge shall be non-handed with symmetrical templated hole pattern and factory drilled. Hinge must accept a minimum of 21 fasteners on the door and 21 fasteners on the frame. d. Each knuckle to be 2”, including split nylon bearing at each separation for quiet, smooth, self -lubricating operation. No. 182292 08 71 00-3 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 e. Hinge to be able to carry Warnock Hersey Int. or UL for fire rated doors and frames up to three hours. Note: Fire label for doors and frames should be placed on the header and top rail of rated doors and frames. f. Provide adjusting screws equal to Markar’s “AdjustaScrew” for continuous hinges specified as HG -305. Adjustment to be able to correct frame fit problems up to 3/8”. 3. When hinges are specified on the hardware schedule, furnish: a. Interior openings through 36 inches wide and 60 inches high without a door closer: Two (2) standard - weight, plain bearing hinges #1279 per leaf. b. Interior openings through 36 inches wide and 90 inches high without a door closer: Three (3) standard - weight, plain bearing hinges #1279 per leaf. c. Interior openings through 36 inches wide and 60 inches high with a door closer: Two (2) standard - weight, ball bearing hinges #BB1279 per leaf. d. Interior openings through 36 inches wide and 90 inches high with a door closer: Three (3) standard - weight, ball bearing hinges #BB1279 per leaf. e. Interior openings over 36 inches in width and/or 90 inches in height: One (1) continuous hinge per leaf. f. Exterior hollow metal or stainless steel openings: One (1) continuous hinge per leaf. g. Exterior aluminum openings through 36 inch wide and 90 inches high: Four (4) heavyweight ball bearing hinges #BB1199xNRP per leaf. h. Exterior aluminum openings over 36 inches wide in width and/or 90 inches in height: One (1) continuous hinge per leaf. B. Exit Devices 1. Manufacturers and respective catalog numbers: Von Duprin 99 2. Furnish exit device series and functions specified in the hardware schedule. 3. Furnish sex bolt attachments for devices specified for mineral core door application. 4. Furnish reinforced cross bars for door over 40" wide. 5. Furnish rod and latch guards on all surface mounted vertical rod exit device, on bottom rods. 6. Vandal Resistant Lever Design: Von Duprin 996L. All exit devices shall be provided with optional trim designs to match other lever and pull designs used on the project. 7. Removable mullion: KR4954 or equal by other specified manufacturer. Provide with cylinder to match building system. 8. Provide cylinder dogging on all non-rated devices. Provide cylinder to match building system. Exit devices with electronic applications are to be supplied without any mechanical dogging unless specified in hardware sets. No. 182292 08 71 00-4 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 9. Provide and install wiring from electric exit device to power supply. 10. Provide all aluminum door leafs with Mullion Stabilizers: Von Duprin #154 or equal by other specified manufacturer. C. Locks 1. Manufacturers and respective catalog numbers: Schlage Sargent ND RHO 10 Line LL 2. Furnish lock types and functions specified in the hardware schedule, with the following provisions: a. Strikes: 1) Wrought box type for the inactive leaf of pairs o f wood doors, or wood frames. 2) Lip length sufficient to protect trim, frame or inactive leaf. 3. Furnish knurled lock knobs or lever handles on doors to stairs other than exit stairs, loading platforms, stages, boiler rooms, and other hazardous locations. 4. Lever handles must be cast brass, bronze or stainless steel construction and conform to ASNI A117.1. 5. Provide and install wiring from electric lockset to power supply. D. Cylinders: Schlage Everest 29. Cores by owner. E. Pulls, Push Plates/Bars 1. Manufacturers and respective catalog numbers: Item Hager Hiawatha Burns Rockwood a. Pull 10Q 18” 518B-18" 26C-18" 118 b. Push Plate (flush doors 30s 8x16 200K 57 70F c. Push Plate (6” stile doors) 30s 4x16 200F 54 70C d. Pushbar 130s 1081LBP 422 47 G. Closers 1. Manufacturers and respective catalog numbers: LCN Sargent 4011/4111 EDA 281/281P10 2. Where closers are listed in the hardware schedule, furnish series listed above unless other functions/series are specified in the hardware groups. 3. Furnish complete with all mounting brackets, drop plates and special shoes as may be required by the door and frame conditions. 4. Furnish through bolt attachments for closers specified for wood doors. 5. Determine closer size in accordance with manufacturer's recommendations for application on the room side of corridor doors, stair side of stair doors, and interior side of exterior doors. No. 182292 08 71 00-5 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 H. Kick Plates: Where kick plates are specified in the hardware schedule, furnish 16 gauge, .050" plates, with the following dimensions: 1. Width: 2" less than door width. 2. Height: 8" (unless noted different on door schedule.) 3. All kick plates shall be beveled 4 sides and counter sunk. I. Overhead Stops 1. Manufacturers and respective catalog numbers: Glynn-Johnson Rixson-Firemark a. GJ90 9 b. GJ100 1 2. Furnish a GJ90 series overhead stop for all doors equipped with regular arm surface type closers that swing more than 140 degrees before striking a wall and for all doors that open against equipment, casework, sidelights, or other objects that would make wall bumpers inappropriate. 3. Furnish a GJ90 or GJ100 series overhead holder where listed in the Hardware Schedule. 4. Furnish sex bolt attachments for mineral core door applications, unless solid wood blocking is provided in the door for attachment. J. Floor and Wall Stops and Holders 1. Manufacturers and respective catalog numbers: Ives Hager Burns Rockwood a. Wall bumper WS407CVX 232W 570 407 b. Wall holder WS40 326W 533 490 2. Furnish a WS407CVX series wall stop, as applicable, for each door leaf except where wall holder WS40 or overhead stops/holders are specified in the hardware schedule. 3. Where wall stops are not applicable, furnish overhead stops as previously specified within this section of the specification. K. Thresholds, Weatherstrips and Jamb Gaskets 1. Manufacturers and respective catalog numbers: Reese Pemko National Guard Zero a. Saddle threshold S205A 171A 425E 8655 b. Half saddle threshold S245A 229A 325 Alum 1675 c. Bumper seal threshold S483AV 2005AV 896 Alum (Vinyl) 65A d. Weatherstrip 755A 2891APK 700NA 429 e. Astragral weatherstrip 804 Pair 309 185 8193 f. Sweep 964C 18061CP B606A 8192 g. Head and Jamb Gasket 797 S88 5050 188 h. Drip R201 346 16 142 No. 182292 08 71 00-6 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 2. Where specified in the hardware groups, furnish the above products unless otherwise details in groups. 3. Furnish 5050 head/jamb gaskets and NGP 9605 edge stile astragals for pairs, at all fire labeled d oors whether listed in group or not. *Reese and Pemko equivalents approved based on passing UL 10C, UBC test Standard 7-2. 4. Coordinate with door manufacturer the intumescent fire and smoke material for fire rated openings as required by door and frame manufacturer to comply with UL 10C, UBC test 7-2. 5. When “threshold” appears within a hardware group provide the following: a. At aluminum entrances on new buildings provide a half saddle threshold. b. At aluminum entrances on existing buildings provide a saddle threshold. c. At interior door ways provide a saddle threshold. d. At exterior doorways from occupied rooms and HM or FRP exit only doors provide a bumper seal threshold. e. At exterior HM or FRP doors to receiving areas, loading docks and boiler rooms provide a saddle threshold. 6. When removable mullions are furnished provide the Mullion Seal application as listed above. L. Electric Strikes 1. When the term “electric strike” appears on the hardware schedule, provide a complete system including all necessary parts and the following items: a. Von Duprin series #6000, Fail Secure (FSE), 24 VDC (verify voltage with Architect before ordering). b. Provide PS9 Series BBK battery backup with key lock power supply. Standard input 120 VAC at 0.6 amps. c. Provide and install wiring from electric strike to power supply. M. Power Supplies 1. Provide Von Durpin PS9 series BBK battery backup with key lock power supply. 2. Provide and install wiring from electric strike / lock to power supply. 2.03 ACCESSORIES AND ATTACHMENTS A. Furnish all necessary hardware accessories such as wood or machine screws, bolts, nuts, anchors, toggle bolts, and other fasteners, each of the type, size, material and finish for its intended purpose and each according to the material to which the hardware is being applied. 2.04 FINISH AND BASE METALS A. Finish and Base Metal: Butt Hinges- Exterior US32D on stainless steel Butt Hinges-Interior US26D on steel Exit Devices US26D on brass or bronze Locks US26D on brass or bronze Pulls And Push Plates/Bars US32S on stainless steel Closers Sprayed AL on cast iron or aluminum No. 182292 08 71 00-7 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 Protective Plates US32D on stainless Steel Overhead Stops US32D on stainless steel Wall Stops US26D on brass, bronze, or steel Thresholds Mill aluminum Weatherships and Sweep Strips Clear anodized aluminum Miscellaneous US26D on brass or bronze 2.05 KEYING A. Change key and masterkey all lock cylinders as directed by the Owner. B. Furnish two change keys for each lock, six masterkeys for each masterkey set, and two removable co re control keys. C. Stamp keys with file key number and "Do Not Copy." D. Ship masterkeys and control keys to the Owner via registered mail. E. Permanent cylinder cores shall be installed by the contractor under the supervision of an owner’s representat ive. PART 3: EXECUTION 3.01 INSTALLATION A. Install hardware in accordance with manufacturer's recommendations / instructions, and the adopted Building Code. B. Install hardware on UL labeled openings in accordance with manufacturer's requirements, so as to maintain the label. C. Install hardware mountable weatherstipping continuous throughout opening prior to installation of other hardware. D. Mortise and cut to close tolerance and conceal evidence of cutting in the finished work. E. Remove, cover or protect hardware after fitting until paint or other finish is applied; permanently install hardware after finishing operations are complete. F. Install closers on the room side of corridor doors, stair side of stairways, and interior side of exterior doors. G. Mounting heights: 1. Install hardware at mounting heights conforming to the recommended mounting locations of the Builders' Hardware Manufacturing Association, and the adopted Building Code. 2. Install wall stops wall stops WS407CVX to engage knobs, levers or pulls. H. Install pulls at 36" to center of pull and push bars at 36" above finished floor. Off set pull on exterior door rails to allow access to cylinders. I. Deliver to the Owner one complete set of installation and adjustment instructions, and tools as furnished with the hardware. J. Before hardware installation, general contractor/construction manager shall coordinate a hardware installation seminar to be conducted on the rough-in of electrical boxes for hardware and the installation of hardware, specifically of locksets, closers/accessibility closers, exit devices, hardware, mountable weatherstrip and overhead stops. Manufacturer’s representative of the above products to present seminar. Seminar to be held at the job site No. 182292 08 71 00-8 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 and attended by installers of hardware (including low voltage hardware) for aluminum, hollow metal and wood doors. Training to include use of installation manuals, hardware schedule, templates and physical product samples. The architect needs to be informed of the meeting and contractor is to distribute meeting minutes on issues raised at seminar. K. Install per door and/or frame manufacturer's supplemental "S" label instructions on fire rated openings. No. 182292 08 71 00-9 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 3.02 ADJUSTING AND CLEANING A. At final completion, adjust and test all hardware for function, performance, building code compliance and leave in good operating condition. Panic Hardware device manufacturer’s representative to inspect panic hardware installation and provide a report to contractor and architect on items that need correction. B. Clean all hardware to restore the original finish. 3.03 PROTECTION A. Protect the finished installation until acceptance of the project. B. Provide final adjustment or cleaning where necessary. 3.04 DEMONSTRATION A. Engage a factory-authorized service representative(s) to train Owner’s maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. At a minimum, provide the following training: 1. Miscellaneous hardware 1 hour 2. Exit devices 2 hours 3. Locks 1 hour 4. Closers 1 hour Refer to Section 01 79 00 Demonstration and Training. HW SET: 01 ELEC HINGE AS REQUIRED LATCH RETRACTION KIT QEL-KIT ACCESSIBILITY CLOSER REUSE EXISTING CARD READER BY SECURITY SUPPLIER POWER SUPPLY PS902 4RL BBK SHARED ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. ACCESS CONTROL SYSTEM TO CONTROL OUTSIDE ACTUATOR. INSIDE ACTUATOR ALWAYS ACTIVE TO MOMENTARILY RETRACT LATCH AND OPEN DOOR. No. 182292 08 71 00-10 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 02 ELEC HINGE AS REQUIRED LATCH RETRACTION KIT QEL-KIT CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLER PS902 2RS BBK ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. POWER SUPPLY SHARED BY E101A, E101B HW SET: 03 MULLION STABILIZER 154 ELECTRIC STRIKE 6300 FSE 12/24 VAC/VDC ACCESSIBILITY CLOSER 4642 WIRELESS ACTUATORS (2) 8310-3856WS RECEIVERS (2) 8310-865 CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLER PS902 2RS BBK ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT OUTSIDE ACTUATOR IS CONTROLLED BY THE ACCESS CONTROL SYSTEM. INSIDE ACTUATOR IS ALWAYS ACTIVE TO ENERGIZE STRIKE AND OPEN DOOR. No. 182292 08 71 00-11 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 04 STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE WRAP AS REQUIRED SURFACE CLOSER 4011/4111 EDA CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. REMOVE EXISTING KEY PAD LOCK. COVER PREPS WITH WRAP AS REQUIRED. HW SET: 05 HINGE AS REQUIRED POWER TRANSFER EPT10 ELEC PANIC HARDWARE QEL-33A-NL-OP-388 24 VDC IC CYLINDER AS REQUIRED 90 DEG OFFSET PULL 8190 10" OH STOP 90S SURFACE CLOSER 4111 EDA ST-2730 KICKPLATE 8400 10" X 2" LDW B-CS CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLER PS902 2RS BBK ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: LATCHBOLT RETRACTED INSIDE BY EXIT DEVICE PUSH PAD AND OUTSIDE BY KEY IN CYLINDER. DOOR LOCKS WHEN KEY IS REMOVED AND DOOR IS CLOSED. PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. No. 182292 08 71 00-12 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 06 HINGE AS REQUIRED PASSAGE SET ND10 SURFACE CLOSER 4111 EDA KICKPLATE 8400 10" X 2" LDW B-CS WALL STOP/HOLDER WS40 FUNCTION: PASSAGE LATCH LATCHBOLT RETRACTED BY LEVER FROM EITHER SIDE AT ALL TIMES. HW SET: 07 HINGE AS REQUIRED FACULTY RESTROOM L9485P 17A L583-363 L283-722 SURFACE CLOSER 4011/4111 EDA KICKPLATE 8400 10" X 2" LDW B-CS WALL STOP WS406/407CCV GASKETING 188S FUNCTION: FACULTY RESTROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS FIXED. DEADBOLT THROWN OR RETRACTED BY INSIDE THUMBTURN. WHEN DEADBOLT IS THROWN, ALL KEYS BECOME INOPERATIVE EXCEPT EMERGENCY OR DISPLAY KEYS. TURNING INSIDE LEVER RETRACTS BOTH DEADBOLT AND LATCHBOLT SIMULTANEOUSLY. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED. LOCK INDICATOR WILL READ OCCUPIED/VACANT HW SET: 08 HINGE AS REQUIRED CLASSROOM LOCK ND70 WALL STOP WS406/407CCV FUNCTION: CLASSROOM LOCK LATCHBOLT RETRACTED BY LEVER FROM EITHER SIDE UNLESS OUTSIDE IS LOCKED BY KEY. UNLOCKED FROM OUTSIDE BY KEY. INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EXIT. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.. No. 182292 08 71 00-13 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 09 HINGE AS REQUIRED STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4011/4111 EDA KICKPLATE 8400 10" X 2" LDW B-CS WALL STOP WS406/407CCV CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. HW SET: 10 HINGE AS REQUIRED DOOR CORD 788C-18 EU STOREROOM LOCK ND80EU SURFACE CLOSER 4011/4111 EDA KICKPLATE 8400 10" X 2" LDW B-CS WALL STOP WS406/407CCV GASKETING 188S CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. No. 182292 08 71 00-14 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 11 HINGE AS REQUIRED STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4111 SCUSH KICKPLATE 8400 10" X 2" LDW B-CS CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. HW SET: 12 ELECTRIC STRIKE 6211 FSE (VERIFY COMPATIBILITY W/EXIST LOCK) CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN HW SET: 13 INSTITUTION LOCK ND82 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4111 EDA WALL STOP WS33/WS33X CARD READER (2) BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: INSTITUTION LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR INSIDE. OUTSIDE AND INSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. No. 182292 08 71 00-15 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 14 ELEC HINGE AS REQUIRED LATCH RETRACTION KIT QEL-KIT POWER SUPPLY SHARED ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. POWER SUPPLY SHARED BY E114A, E114B HW SET: 15 ELEC HINGE AS REQUIRED LATCH RETRACTION KIT QEL-KIT POWER SUPPLY SHARED ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. POWER SUPPLY SHARED BY E101A, E101B HW SET: 16 STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4011/4111 EDA CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT DEADBOLT FILLER WRAP . BALANCE OF HARDWARE TO REMAIN FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. REMOVE EXISTING DEADBOLT. INSTALL WRAP TO COVER EXISTING P REP. No. 182292 08 71 00-16 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 17 STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE WRAP AS REQUIRED CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. REMOVE DEADBOLT AND KEYPAD LOCK. INSTALL WRAP AS REQUIRED TO CONCEAL EXISTING PREPS. HW SET: 18 STOREROOM LOCK ND80 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4011/4111 EDA CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: STOREROOM LOCK LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.PRESENTATION OF VALID CREDENTIAL MOMENTARILY ENERGIZES ELECTRIC STRIKE. HW SET: 19 ELEC HINGES AS REQUIRED (2) LATCH RETRACTION KITS (2) QEL-KIT CARD READER BY SECURITY SUPPLIER POWER SUPPLY PS902 4RL PS902 2RS BBK ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN IF THERE IS AN EXISTING AUTO OPERATOR, REWIRE OUTSIDE ACTUATOR TO BE CONTROLLED BY THE ACCESS CONTROL SYSTEM. INSIDE ACTUATOR IS ALWAYS ACTIVE TO RETRACT LATCH AND OPEN DOOR. No. 182292 08 71 00-17 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 20 ELEC HINGE AS REQUIRED EU STOREROOM LOCK ND80EU SURFACE CLOSER 4111 EDA CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT CORE RACEWAY IN EXISTING DOOR AS REQUIRED. HW SET: 21 DOOR CORD 788C-18 LATCH RETRACTION KIT QEL-KIT CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER PS902 2RS BBK ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT BALANCE OF HARDWARE TO REMAIN FUNCTION: PRESENTATION OF VALID CREDENTIAL MOMENTARILY UNLOCKS DOOR. ACCESS CONTROL SYSTEM CONTROLS MOMENTARY OR EXTENDED PERIODS OF LATCH RETRACTION. HW SET: 22 HINGE AS REQUIRED POWER TRANSFER EPT10 MANUAL FLUSH BOLT FB458 CONST LATCHING BOLT FB51T DUST PROOF STRIKE DP2 EU STOREROOM LOCK ND80EU OH STOP 90S SURFACE CLOSER 4111 SCUSH KICK PLATES (2) . CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: ELECTRICALLY UNLOCKED (FAIL SECURE) OUTSIDE LEVER ELECTRICALLY UNLOCKED. LATCHBOLT RETRACTED BY KEY OUTSIDE OR LEVER INSIDE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED. INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EXIT. No. 182292 08 71 00-18 Finish Hardware Reissued Addendum No. 1 Reissued Addendum No. 2 Reissued Proposal Request No. 1 HW SET: 23 CARD READER BY SECURITY SUPPLIER BALANCE OF HARDWARE TO REMAIN HW SET:24 PASSAGE SET ND10 BALANCE OF HARDWARE TO REMAIN HW SET:25 HINGE AS REQUIRED INSTITUTION LOCK ND82 ELECTRIC STRIKE 6211 FSE SURFACE CLOSER 4011/4111 EDA KICKPLATE 8400 10" X 2" LDW B-CS WALL STOP WS406/407CCV CARD READER BY SECURITY SUPPLIER POWER SUPPLY BY SECURITY SUPPLIER ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT FUNCTION: INSTITUTION LOCK BOTH LEVERS FIXED. ENTRANCE BY KEY IN EITHER LEVER. PRESENTATION OF A VALID CREDENTIAL EITHER SIDE OF DOOR MOMENTARILY ENERGIZES ELECTRIC STRIKE. END OF SECTION 08 71 00 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" L1 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 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. 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 A118F 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 10/16/2020 3:41:23 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 F 1 3'-0" 7'-0" WD -- FR 1 -- HM -- 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 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 GENERAL SHEET NOTESKEYED SHEET NOTES DN FS F FS FACP KWPWP 48" J JTVTV TVTVTV JJJ J TVKIABJHDJHDAB FS FS 46" T 44" 44" 44" 44"44"44"44"JJ 3 33 3 333HA HA A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERAL CONSTRUCTION. C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES INWALLS TO BE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWN DASHED. DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO LAST REMAINING DEVICE. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARYFOR CONTINUITY OF CIRCUIT(S) TO ANY EXISTING DEVICES TO REMAIN. COORDINATE AND VERIFY REQUIREMENTS WITH NEW WORK IN AREA. D. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF ANY FEEDERS OR BRANCH CIRCUITS ORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVES ANY ELECTRICAL EQUIPMENT OR DEVICES TO REMAIN AFTER DEMOLITION. MODIFY OR REPLACE AS REQUIRED. E. FURNISH AND INSTALL CONDUIT AND/OR COMMUNICATIONS/DATA WIRING AS NECESSARY FOR CONTINUITY OF ANY WIRING ORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVES ANY COMMUNICATIONS/DATA EQUIPMENT OR DEVICES TO REMAIN AFTER DEMOLITION. MODIFY OR REPLACE AS REQUIRED. F. DISCONNECT AND REMOVE LIGHT SWITCHES IN DEMOLITION AREAS AS NECESSARY TO ACCOMMODATE NEW DOOR CONFIGURATIONS. G. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTING UNUSED OPENINGS. H. DEMOLISH DUCT SMOKE DETECTORS AND DAMPERS AS REQUIRED BY MECH. I. PRESERVE EXISTING CIRCUITS IN DEMOLISHED AREAS AND PREPARE TO EXTEND TO NEW LOADS. J. ALL EXISTING EGRESS LIGHTING UNITS TO REMAIN IN PLACE. MAINTAIN EXISTING CIRCUIT CONTINUITY. 1. ROOM TO REMAIN AS IS. NO WORK REQUIRED. 2. REMOVE PORTION OF LIGHT FIXTURE RUN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS TO REMAINING FIXTURES. 3. PROTECT AND SUSPEND LIGHT FIXTURES IN THIS ROOM DURING CONSTRUCTION. 4. DISCONNECT EXISTING CIRCUITRY TO UNIT. PRESERVE AND PREPARE CIRCUITRY FOR EXTENSION TO NEW REPLACEMENT UNIT. IF EXISTING CIRCUITRY IS NOT REUSABLE, PROVIDE NEW BRANCH CIRCUITRY BACK TO SOURCE. 5. DEMOLISH ALL EXISTING MISCELLANEOUS SYSTEMS DEVICES ON THIS WALL EXCEPT FOR LIGHT SWITCH THAT WILL BE RELOCATED. REMOVE CABLING BACK TO SOURCE. 6. EXISTING ELECTRICAL SERVICE TO REMAIN AND MODIFIED AS SHOWN ON THE ELECTRICAL RISER DIAGRAM. 7. EXISTING ELECTRICAL DOOR HARDWARE TO REMAIN. F-1 F-2 F-3 L-1 L-3 L-2 EX-WH EX-WH 3 EX-WH RL 2 2 1 RL 3 ON ROOF 4 RL 4 5 1 RL 1 1 1 6 1 7 2 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 10/12/2020 9:32:37 AMC:\Users\jfrazier\Documents\182292 Remodel Phase I (Revit 2018) (New Central)_JfrazierG7YGL.rvt1/8" = 1'-0"Central: \\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 E0.1 MAIN LEVEL DEMOLITION PLAN 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 DEMOLITION PLANE1 Revisions Description Date Num Addendum #2 6/12/2020 1 PR #1 10/12/2020 2 1 2 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 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. 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 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 10/12/2020 9:32:38 AMC:\Users\jfrazier\Documents\182292 Remodel Phase I (Revit 2018) (New Central)_JfrazierG7YGL.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 1 1 1 1 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: #3 Comm: 182018 Const. Pkg: # Item Description Provide a detailed cost breakdown for labor (rates and hours) and material (quantities and unit cost) for each item listed below: 3.1 DEDUCT: Modified dimensions of louver in garage. 3.2 DEDUCT: Deleted structural wood beam and wood posts associated with garage louver. Fit louver between existing studs in lieu of these structural modificaitons. 3.3 NO COST: Modified elevation of louvers 3.4 Locate all louvers as high as possible in order to maximize head room on interior. Contractor to verify in field. Attachments: A2.0, A3.0, A5.1, S2.0, S2.1 Issued By: Derek Gallagher Date: 11/10/2020 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 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. 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 A118F 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 11/10/2020 3:04:16 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 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 F AS SCHED AS SCHEDN AS SCHED GL 2'-1"3'-6"4"10"AS SCHEDG AS SCHED GL EQ EQ1'-4"1'-0"AS SCHED2'-8"FR 1 5"AS SCHED2"2"AS SCHED 2" FR 3A 5"2'-8"6"AS SCHED2"SEE FLOOR PLAN AS SCHED2"2"2"2"GL GL FR 5A 5"7'-2"6"2'-8"2"AS SCHED BLINDS BLINDSBLINDSSEC GL SEC GL L1 3/8" L2 3/8"1'-4"7'-4"2'-0" 1'-0"1'-4"6'-8"D5 A6.3 _______ D6 A6.3 _______ D3 A6.3 _______2"2"2"2" 2"2"2"2"D5 A6.3 _______ D6 A6.3 _______ D3 A6.3 _______ 2" AS SCHED 2"AS SCHED 4"VIF3'-2"VIF3'-6"VIF 1'-6" BLINDS BLINDS3'-6"BLINDS3'-2"VIF7'-2"SEC GL SEC GL BASEML 100'-0"1'-4"7'-4"1'-2" 2"2" F1 A3.0 _______ D6 A6.3 _______ F3 A3.0 _______ SEALANT BY MECH PRIOR TO INSTALLATION OF SLEEVE BIRD SCREEN ALUMINUM LOUVER CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS & SILLS BY MECH EXTEND 4" PAST INT WALL FACE - INSTALL BEFORE LOUVER. SEAL TO BRICK & CONC BLK W/ SEALANT. CONNECT DUCTWORK TO SLEEVE SEALANT & BACKER RODBR.LOUVER HEIGHT3/8" SEALANTNOTES APPLY A6.3 B6 BUILDING WRAP / FLEXIBLE FLASHING, INSTALL OVER NEW PLYWOOD BLOCKING AS REQUIRED MORTAR NET REINSTALL SALVAGED FACE BRICK AS REQUIRED PATCH TO MATCH EXISTING WOOD STUD WALL ASSEMBLY AS REQUIRED LOOSE LINTEL, SEE STRUCT SEALANT BY MECH PRIOR TO INSTALLATION OF SLEEVE BIRD SCREEN ALUMINUM LOUVER CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS & SILLS BY MECH EXTEND 4" PAST INT WALL FACE - INSTALL BEFORE LOUVER. SEAL TO BRICK & CONC BLK W/ SEALANT, CONNECT DUCTWORK TO SLEEVE SEALANT & BACKER RODBR.LOUVER WIDTH3/8" SEALANTBUILDING WRAP/ FLEXIBLE FLASHING F E D C B A 1 2 3 4 5 6 7 8 A MN Check: 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 11/10/2020 3:04:17 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 A3.0 DOOR/ FRAME/ WINDOW TYPES 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 ARCHITECTLOUVER TYPES FRAME TYPES DOOR TYPES FR 1B 0 1/4" = 1'-0" ELEVATION AT DOOR E132C4 3' 6' Revisions Description Date Num PR #03 11/09/2020 1 L3 0 1 1/2" = 1'-0" NARROW LOUVER HEAD DETAILF1 1/2'1' 1 1 0 1 1/2" = 1'-0" JAMB AT NARROW LOUVERF3 1/2'1' P TILE-1PAINT AS SCHED P TILE BASE AS SCHED NOTES APPLY A5.1 F7 4"34"GLGL GL SLIDING GLASS DOOR P TILE-2 PAINT AS SCHED PAINT AS SCHED P TILE BASE AS SCHED SOLID SURFACE-1 E3 A6.4 _______ EQ 53" EQ EQ EQEQEQ 1/4" THICK ANODIZED ALUMINUM DIMENSIONAL LETTERING MOUNTED ON GYP BOARD FONT: PALATINO LINOTYPE5"NOTES APPLY A5.1 F7 TILE PATTERN BEGINS 24" P TILE-1 E3 A6.2 _______E3 A6.2 _______SIMSIM ELECTRICAL WALL GROMMET CLEAR WHEN OPEN 1'-4" ELECTRICAL WALL GROMMET 1 1 1 1 1 P TILE-1 PAINT AS SCHEDP TILE BASE AS SCHED NOTES APPLY A5.1 F7 4" BASEML 100'-0" EXIST FACE BRICK EXISTING FASCIA EXISTING VENTED ALUMINUM SOFFIT EXISTING GUTTER EXISTING ASPHALT SHINGLED ROOF ALUMINUM LOUVER TOOTH IN SALVAGED FACE BRICK AS REQUIRED ALUMINUM LOUVER TOOTH IN SALVAGED FACE BRICK AS REQUIRED EXISTING ALUMINUM WINDOW EXIST ROCK- FACED BLOCK 3 BASEML 100'-0" ALUMINUM LOUVER TOOTH IN SALVAGED FACE BRICK AS REQUIRED EXIST FACE BRICK EXISTING FASCIA EXISTING VENTED ALUMINUM SOFFIT EXISTING GUTTER EXISTING ASPHALT SHINGLED ROOF EXIST ROCK- FACED BLOCK 24"26"34"84"1" SCRIBE 36" 36" 36" 27" 18" 1" 18"27"36"36"36"1" SCRIBE REFRIGERATOR, NIC COFFEE MACHINE, NIC SINK, SEE MECH DISHWASHER, NIC EO EO EO EO 155" 154" EO F7 A6.4 _______F5 A6.4 _______ FEP F3 A6.4 _______ FEP OMIT DRAWER AND SHELF P LAM-1 UPPER CABINETS, TYP P LAM-1 BASE CABINETS, TYP P LAM-2 COUNTERTOP 22 2 BASEML 100'-0" MIRROR SDSD F1 A6.4 _______ C TILE-1 C TILE-2 HAND DRYER PTDCHANGING STATION 12"32"4"BASEML 100'-0" SDSD MIRROR F1 A6.4 _______C TILE-1C TILE-2HAND DRYER PTD CHANGING STATION 12"32"4"BASEML 100'-0" +/- 215" VERIFY IN FIELD 1" EXISTING WOOD UPPERS TO REMAIN EXISTING WOOD BASE CABINETS TO REMAIN P LAM-2 COUNTERTOP MATCH EXISTING DEPTH PROVIDE BRACKETS AS REQUIRED P TILE-1 24" P TILE-2 24"6" 6" 12" 6" 6" 6" 6" 6" 12"TYP2"TYP4"ALIGN WITH BOTTOM OF EXISTING SOFFIT+/- 8'-0"OPEN EXIST WALL, FINISH AS SCHED ALIGN EXTENTS OF NEW OPENING WITH EXISTING SOFFIT PATCH OR REBUILD GYP BD BULKHEAD ABOVE OPENING AS REQUIRED F E D C B A 1 2 3 4 5 6 7 8 A MN Check: 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 11/10/2020 3:04:18 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 A5.1 INTERIOR & EXTERIOR ELEVATIONS 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 3/8" = 1'-0" RECEPTION COUNTER LEFTF6 2' 4' 0 3/8" = 1'-0" RECEPTION COUNTERF5 2' 4' 0 3/8" = 1'-0" RECEPTION COUNTER RIGHTF3 2' 4' 0 3/8" = 1'-0" EXTERIOR ELEVATION AT PD LOUVERSC5 2' 4' 0 3/8" = 1'-0" EXTERIOR ELEVATION AT CH LOUVERC3 2' 4' 0 3/8" = 1'-0" ELEVATION AT KITCHENETTE CASEWORKD1 2' 4' 0 3/8" = 1'-0" ELEVATION AT MEN'S TOILETD6 2' 4' 0 3/8" = 1'-0" ELEVATION AT WOMEN'S TOILETD4 2' 4' 0 3/8" = 1'-0" ELEVATION AT COUNTERTOP REPLACEMENTF1 2' 4' 0 3/4" = 1'-0" TYPICAL P TILE-1 / P TILE-2 PATTERNF7 1' 2' 0 3/8" = 1'-0" ELEVATION AT MODIFIED WALLC1 2' 4' Revisions Description Date Num Addendum #02 06/12/2020 1 SI #01 10/12/2020 2 PR #03 11/09/2020 3 WP6 WP62 EXISTING FOUNDATION WALL AND FOOTING, TYP WP6A WP6A 2 WP4AWP4A WP4AWP4A 1 UNLESS NOTED OTHERWISE: 1.SEE SHEET S0.0 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS. 2.SEE THIS SHEET FOR SCHEDULES. 3.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND PARTITION WALLS. 4.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. N 2020 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Job No. 19164.00 C BKBM ENGINEERS 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com F E D C B A 1 2 3 4 5 6 7 8 A M MN NorthCheck: Drawn: Date: Comm: 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. DateRegistration Number 11/10/2020 1:29:15 PMC:\Revit Local User Files\19164\19164_RS18_CENTRAL_jguy.rvtCentral: F:\19\19164\Drawings\Structural\19164_RS18_CENTRAL.rvtCity of Corcoran Corcoran City Hall & Police Remodel - Phase I S2.0 FOUNDATION PLAN 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 MC JRG 05/22/2020 182292 05/22/2020 Magnus Carlsson 44685 1 FOUNDATION PLAN KEYNOTES 2 INFILL CONCRETE FLOOR AS NEEDED. SEE DETAIL 1/S4.0 FOR ADD'L INFO. SEE ARCH FOR ADDITIONAL INFORMATION. Revisions Description Date Num PR #3 11/10/2020 1 W10X15 EXIST BEAM EXIST BEAMB14 S4.05 S4.0 B1 5 S4.0 TYP AT EXT B1 TYP AT INT 1 UNLESS NOTED OTHERWISE: 1. SEE SHEET S0.0 FOR STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS. 2. SEE SHEET S4.0 FOR SCHEDULES. 3. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LINTEL ELEVATIONS. 4. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS. CENTER ON SUPPORT. 5.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND PARTITION WALLS. 6.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. N 2020 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Job No. 19164.00 C BKBM ENGINEERS 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com F E D C B A 1 2 3 4 5 6 7 8 A M MN NorthCheck: Drawn: Date: Comm: 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. DateRegistration Number 11/10/2020 1:29:15 PMC:\Revit Local User Files\19164\19164_RS18_CENTRAL_jguy.rvtCentral: F:\19\19164\Drawings\Structural\19164_RS18_CENTRAL.rvtCity of Corcoran Corcoran City Hall & Police Remodel - Phase I S2.1 ROOF FRAMING PLAN 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 MC JRG 05/22/2020 182292 05/22/2020 Magnus Carlsson 44685 1 ROOF FRAMING PLAN Revisions Description Date Num PR #3 11/10/2020 1 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: #04 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: 4.1 Added electrical floorbox to Conference A110. See E2.0. Cut and patch slab as required for electrical work. 4.2 Added electrical floorbox to Conference A103. See E2.0. Cut and patch slab as required for electrical work. 4.3 Revised quantity and locations of receptacles in Kitchenette A104. See E2.0. 4.4 Utilized 20A/1P spare circuit in Panel L-4 for new circuit in Kitchenette A104. See E6.0. Attachments: SECTION: DRAWINGS: A1.1, A2.0, E2.0, E6.0 Issued By: Jared Frazier Date: 11/18/2020 DN 26 21 1 7 9 7 25 7 18 2 19 3 3 3 3 3 3 3 3 3 3 3 11 3 3 11 4 13 24 24 24 24 24 24 5 2 17 26 2 3 283 5 11 29 31 4 27 44 24 18 18 24 24 6 24 124 4 24 4 24 19 20 20 3 3 11 16 24 24 4 4 12 2 13 13 _______D1 A1.1 11 11 19 2 12 1 1 32 2 32 32 3 3 DEMOLITION PLAN KEY NOTES: 1 REMOVE EXISTING GYP BD WALL ASSEMBLY FROM FLOOR TO STRUCTURE ABOVE. REMOVE ENTIRE LENGTH OF WALL OR TO EXTENTS INDICATED ON PLAN. 2 REMOVE EXISTING HOLLOW METAL FRAME AND WOOD DOOR. 3 REMOVE CARPET, BASE, AND ASSOCIATED ADHESIVE THROUGHOUT INDICATED SPACE OR TO APPROXIMATE EXTENTS INDICATED ON PLAN. 4 REMOVE EXISTING RESILIENT FLOORING, BASE, AND ASSOCIATED ADHESIVE THROUGHOUT INDICATED SPACE OR TO APPROXIMATE EXTENTS INDICATED ON PLAN. 5 REMOVE QUARRY TILE, GROUT, BASE AND THINSET AS NEEDED FOR INSTALLATION OF NEW FINISH. REMOVE THROUGHOUT ROOM OR TO APPROX. EXTENTS INDICATED ON DEMO PLAN; COORDINATE EXTENTS WITH FLOOR PLAN. 6 REMOVE BASE CABINETS. 7 REMOVE EXISTING CASEWORK IN ITS ENTIRETY INCLUDING ALL COUNTERTOPS, UPPERS, LOWERS, AND HARDWARE AS OCCURS. 8 REMOVE CERAMIC TILE AND GYP BD FROM WALL FROM FLOOR TO CEILING TO ACCOMMODATE NEW MECHANICAL AND ELECTRICAL WORK. 9 SEE MECHANICAL FOR REMOVAL OF EXISTING PLUMBING FIXTURES, SEALANT, HARDWARE, ETC. 10 REMOVE TOILET PARTITIONS THROUGHOUT. 11 REMOVE ACT CEILING SYSTEM THROUGHOUT OR TO APPROXIMATE EXTENTS INDICATED INCLUDING ALL TIES, GRID SYSTEM, ANCHORS, HANGERS ETC. SEE MECH/ELEC FOR DEVICE REMOVAL. 12 REMOVE GYP BOARD CEILING OR SOFFIT INCLUDING ALL SUPPORTS IN ROOM INDICATED OR TO APPROXIMATE EXTENTS INDICATED ON PLAN. SEE MECH/ELEC FOR DEVICE REMOVAL. 13 DEMOLISH PORTION OF EXTERIOR WOOD STUD AND BRICK WALL AS REQUIRED FOR NEW MECHANICAL LOUVER. COORDINATE EXTENTS WITH NEW CONSTRUCTION. REMOVE ADDITIONAL FACE BRICK AS REQUIRED, AND SALVAGE REMOVED BRICK FOR REINSTALLATION, COORDINATE WITH DETAILS OF CONSTRUCTION. SEE STRUCTURAL FOR SHORING REQUIREMENTS. 14 REMOVE EXISTING PAPER TOWEL DISPENSER, AND SALVAGE FOR REINSTALLATION. 15 REMOVE EXISTING GRAB BARS AND SALVAGE FOR REINSTALLATION. 16 REMOVE HOLLOW METAL DOOR FRAME AND SALVAGE FOR REINSTALLATION AS DOOR E132. REMOVE GLAZING FROM SIDELIGHT. PREPARE FRAME FOR REINSTALLATION AND REGLAZING. ALSO SALVAGE EXISTING WOOD DOOR PANEL FOR REINSTALLATION. 17 REMOVE PORTION OF EXISTING GYP BOARD WALL ASSEMBLY TO EXTENTS REQUIRED FOR NEW DOOR OR BORROWED LIGHT. COORDINATE WITH NEW CONSTRUCTION. 18 COMPLETELY REMOVE PARTIAL HEIGHT WALL AND GATE. 19 REMOVE EXISTING HOLLOW METAL FRAME AND SALVAGE DOOR PANEL FOR REINSTALLATION IN NEW FRAME. 20 REMOVE ACT CEILING THROUGHOUT ROOM OR TO EXTENTS INDICATED ON PLAN. SALVAGE WHOLE TILES FOR REINSTALLATION, SEE NOTES ON REFLECTED CEILING PLAN. 21 REMOVE PORTION OF EXISTING WALL, COORDINATE EXTENTS WITH FINISHED DIMENSIONS INDICATED ON FLOOR PLAN AND INTERIOR ELEVATIONS. 22 REMOVE EXISTING CHANGING STATION AND SALVAGE FOR REINSTALLATION. 23 REMOVE EXISTING HAND DRYER, SEE ELEC. AT 23a, SALVAGE FOR REINSTALLATION. 24 REMOVE VINYL WALL COVERING THROUGHOUT ROOM OR AT WALLS INDICATED AND PREPARE WALLS FOR NEW FINISH. COORDINATE EXTENTS WITH NEW CONSTRUCTION. 25 REMOVE EXISTING PLASTIC LAMINATE COUNTERTOP. PROTECT IN PLACE WOOD CASEWORK TO REMAIN. 26 REMOVE PORTION OF EXISTING WOOD STUD BEARING WALL ASSEMBLY TO EXTENTS REQUIRED FOR NEW DOOR OR BORROWED LIGHT. COORDINATE WITH NEW CONSTRUCTION. SEE STRUCTURAL FOR SHORING REQUIREMENTS. 27 REMOVE EXISTING COAT RACK AND SHELF AND SALVAGE FOR REINSTALLATION. 28 REMOVE FRP WALL PANELS THROUGHOUT ENTIRE ROOM. 29 REMOVE ALL KITCHEN EQUIPMENT THROUGHOUT ENTIRE ROOM INCLUDING OVEN, DISHWASHER, COUNTERTOPS, SHELVES, ETC. SEE MECHANICAL FOR REMOVAL OF SINKS, OVEN HOOD, AND OTHER EQUIPMENT. 30 SAWCUT AND REMOVE PORTION OF CONCRETE SLAB AS REQUIRED ELECTRICAL WORK, SEE ELEC DRAWINGS. 31 SAWCUT AND REMOVE PORTION OF CONCRETE SLAB AS REQUIRED FOR MECHANICAL WORK, COORD WITH MECH DRAWINGS. 23a 32 SAWCUT AND REMOVE PORTION OF CONCRETE SLAB AS REQUIRED FOR ELECTRICAL WORK, COORD WITH ELEC DRAWINGS. DEMOLITION LEGEND WALL TO REMAIN DOOR TO REMAIN WALL TO BE REMOVED DOOR, FRAME, AND HARDWARE TO BE REMOVED UNLESS NOTED OTHERWISE DESIGNATED ITEM TO BE REMOVED DESIGNATED ITEM TO REMAIN EXTENTS OF SLAB ON GRADE REMOVAL DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 1. 2. DEMOLITION GENERAL NOTES CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL ASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALL DRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTION SEQUENCING NOTES. MECHANICAL AND ELECTRICAL DEMOLITIONS ARE SHOWN ON MECHANICAL AND ELECTRICAL DRAWINGS. 3. PROVIDE AND COORDINATE ALL DEMOLITION AND RECONSTRUCTION WITH NEW WORK PLAN DIMENSIONS AND INSTALLATION OF NEW MATERIALS AND FINISHES, AS REQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT. 4. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL AREAS RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS AND THE ROOM FINISH SCHEDULE. 5. 6. ALL RELATED WOOD BLOCKING SUPPORT STRUCTURE, HARDWARE CONNECTION DEVICES, ADHESIVES, AND/OR MASTIC SHALL BE REMOVED FROM SURFACES AT ITEMS NOTED FOR REMOVAL. PROVIDE SURFACES ACCEPTABLE FOR PATCHING AND/OR NEW WORK. 7. REFER TO MECHANICAL AND ELECTRICAL FOR ADDITIONAL DEMOLITION NOTES. 8.DEMOLITION NOTES WITHOUT ARROWS INDICATE THAT THE NOTE APPLIES TO THE ENTIRE ROOM. CONTRACTOR TO COORDINATE DEMOLITION WITH DETAILS AND STRUCTURAL DRAWINGS TO INSTALL NEW LINTELS OR STRUCTURAL COMPONENTS TO SUPPORT EXISTING STRUCTURE. 88 11 99 23 23a 22 22 14 14 9 9 7 7 11 15 15 31 31 31 31 101 10 1 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 11/18/2020 9:53:23 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 A1.1 DEMOLITION 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" DEMOLITION PLANC1 6'12' 0 1/4" = 1'-0" ENLARGED TOILET DEMOLITION PLAND1 3' 6' Revisions Description Date Num Addendum #01 06/09/2020 1 Addendum #02 06/12/2020 2 PR #04 11/18/2020 3 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 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. 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 A118F 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 11/18/2020 9:53:24 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 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 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 D2D2ABD2SELSELSEL JHDSCR S CR S CR SCR S CR S CR S CR D2SELSELD2D2D2D2D2D2D2D2D2D2D2D2D2D2S 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 D2A. 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. 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 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 11/18/2020 5:28:20 PMC:\Users\jfrazier\Documents\182292 Remodel Phase I (Revit 2018) (New Central)_JfrazierG7YGL.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 1 1 1 1 3 100A, 3W+G ROUTE FEEDER AS SHOWN ON PLANS AND DETAILS 100A/3P GEN X-F SW D L2 D L1 L3 D L3 L-4 3" OUT TO GENERATOR 2 1 SERVICE RISER NOTES 1. PROVIDE TAP OFF OF EXISTING SERVICE. 2. PROVIDE MODIFICATIONS TO EXISTING BRANCH CIRCUIT BREAKER (DEMOLISHED LOADS / NEW LOADS). 100A, 3W+G W/ 100A FUSES 1 1 SINGLE GANG BOX PROVIDED BY DIV. 26 AT READER LOCATION ELECTRONIC LOCK FURNISHED BY DIV. 8. TURNED OVER TO OWNER'S SECURITY INTEGRATOR FOR INSTALLATION. DOOR SWITCH PROVIDED BY OWNER'S SECURITY INTEGRATOR 1/2" CONDUIT. TERMINATE IN DOOR FRAME PROVIDED BY DIV. 26 4" ABOVE FINISHED FRAME SINGLE GANG BOX PROVIDED BY DIV. 26 REX LOCATION. REX PROVIDED BY OWNER'S SECURITY INTEGRATOR. 1/2" CONDUIT. TERMINATE ABOVE FINISHED CEILING GRID OR TO ACCESSIBLE CEILING SPACE. PROVIDED BY DIV. 26. F E D C B A 1 2 3 4 5 6 7 8 E MN Check: 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 11/18/2020 5:28:21 PMC:\Users\jfrazier\Documents\182292 Remodel Phase I (Revit 2018) (New Central)_JfrazierG7YGL.rvtAs indicatedCentral: \\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 E6.0 ELECTRICAL SCHEDULES AND DRAWINGS 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 MARK LUMINAIRE TYPE LUMEN/WATTS VOLTAGE MOUNTING LENS/LOUVER OTHER REQUIREMENTS MANUFACTURERS' SERIES NOTES MARK SPARE LUMINAIRE SCHEDULE A1 RECESSED 2X4 VOLUMETRIC TROFFER LED 4000+ LUMENS 4000K 40W MVOLT RECESSED GRID CEILING SMOOTH ACRYLIC DIFFUSING LENS MATTE WHITE FINISH PAINTED AFTER FABRICATION 0-10V LED DIMMING MIN 5 YEAR WARRANTY DLC CERTIFIED 80+ CRI COLUMBIA LCAT24-40LWG-EDU LITHONIA 2BLT4 SERIES H.E. WILLIAMS LT SERIES A1 METALUX 24CZ SERIES DAY-BRITE 2EVG SERIES OR APPROVED EQUAL E1 LED EXIT SIGN SINGLE FACED RED STENCIL LETTERING LED <2W MVOLT UNIVERSAL MOUNT RED OPTICAL DIFFUSER MATTE WHITE THERMOLASTIC HOUSING STENCIL FACE LETTERS INVISIBLE CHEVRON ARROW KNOCKOUTS DUAL-LITE EVE-U-R-W LITHONIA LQM SERIES ISOLITE RL SERIES E1 LIGHTALARMS QLXN500 SERIES PHILIPS CXL SERIES EMERGI-LITE ELXN400 SERIES OR APPROVED EQUAL C LED UNDERCABINET LIGHT LED 400+ LUMENS 9W 120V SURFACE MOUNT FROSTED ACRYLIC OR POLYCARBONATE LENS STREAMLINED NARROW BODY 24" IN LENGTH INTEGRAL ON/OFF SWITCH PROVIDE HARDWIRE BOX JUNO PRO-SERIES UPLED TECH LIGHTING UNILUME LED SLIMLINE 700UCF CONTECH LPU2 C PRIMUS ALX7-LED SERIES GM LIGHTING UCTUN SERIES AFX KNLU22WH OR APPROVED EQUAL MTR DESCRIPTION LOCATION LOAD UNIT VOLTAGE/PHASE SET(S)P+N NOTES MTRCTRL'S BY MOTOR AND EQUIPMENT SCHEDULE LOAD INFORMATION SIZE TYPE CONDUIT PHASE NEUT GND WIRE QUANITY AND SIZE TYPE INSUL WIRE TYPE SUPPLIED INSTALLED TYPE/SIZE LOC STARTER SUPPLIED INSTALLED TYPE SIZE LOC DISCONNECT PANEL EF-1 EXHAUST FAN A145 1/4 HP 120/1 1 MECH EF-13EMT1212CUTHHNW/ UNIT MECH MECH MMS 15A MTR3/4"L-3 EF-2 EXHAUST FAN A138 1/3 HP 120/1 1 MECH EF-23EMT1212CUTHHNW/ UNIT MECH MECH MMS 15A MTR3/4"L-3 EF-3 EXHAUST FAN A131 50.1 W 120/1 1 1ELEC EF-33EMT1212CUTHHNW/ UNIT ELEC ELEC MMS 15A MTR3/4"L-3 EF-4 EXHAUST FAN A107 1/3 HP 120/1 1 2ELEC EF-43EMT1212CUTHHNW/ UNIT ELEC ELEC MMS 15A MTR3/4"EXISTING EF-5 EXHAUST FAN ROOF 1/8 HP 120/1 1 3ELEC EF-53EMT1212CUTHHNW/ UNIT ELEC ELEC MMS 15A MTR3/4"EXISTING E2 LED EXIT SIGN DOUBLE FACED RED STENCIL LETTERING LED <2W MVOLT UNIVERSAL MOUNT RED OPTICAL DIFFUSER MATTE WHITE THERMOLASTIC HOUSING STENCIL FACE LETTERS INVISIBLE CHEVRON ARROW KNOCKOUTS DUAL-LITE EVE-U-R-W LITHONIA LQM SERIES ISOLITE RL SERIES E2 LIGHTALARMS QLXN500 SERIES PHILIPS CXL SERIES EMERGI-LITE ELXN400 SERIES OR APPROVED EQUAL NTS SERVICE ELEVATION1 NOTES: Load Types: COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle EST. DEMAND CURRENT:52 A CONNECTED CURRENT:56 A ESTIMATED DEMAND:10850 VA CONNECTED LOAD:11700 VA RCPT 11700 VA 92.74% 10850 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:67 A 42 A TOTAL LOAD:7380 VA 4 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 SPARE -- 20 A 1 0.0 0.0 -- -- -- -- 28 25 SPARE -- 20 A 1 0.0 0.0 2 20 A -- SPARE 26 23 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 24 21 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 22 19 MICROWAVE - A104 RCPT 20 A 1 0.2 0.0 1 20 A -- SPARE 20 17 TOILET A111, A112 RCPT 20 A 1 0.4 0.7 1 20 A RCPT TR-2 18 15 REF - KITCH A104 RCPT 20 A 1 0.2 0.2 1 20 A RCPT COPY - OFF A100 16 13 KITCH A104 RCPT 20 A 1 0.5 0.4 1 20 A RCPT MOTHER A109 14 11 OFF A103, KITCH A104 RCPT 20 A 1 0.5 1.1 1 20 A RCPT A100, A105, A106 12 9 A102, A103, A104 RCPT 20 A 1 1.3 1.3 1 20 A RCPT OFF A105, CON A106 10 7 OFF A100 RCPT 20 A 1 0.7 0.4 1 20 A RCPT OFF A100 8 5 OFF A100 RCPT 20 A 1 0.7 0.7 1 20 A RCPT OFF A100 6 3 OFF A100 RCPT 20 A 1 0.7 0.4 1 20 A RCPT OFF A100 4 1 OFF A100 RCPT 20 A 1 0.7 0.7 1 20 A RCPT OFF A100 2 #LOAD DESCRIPTION LT BKR P PHASE A kVA PHASE B kVA P BKR LT LOAD DESCRIPTION # FED FROM: BUS AMPS:100 MAINS AMPS: MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.I.C....SEE SHORT CIRCUIT STUDY LOCATION:VOLTAGE:208/120 1-Ph V. 1 ø 3 W. PANELBOARD: L-4 D1 RECESSED LED DOWNLIGHT 6" DIAMETER LED 1500+ LUMENS 4000K 12W 120V RECESSED OPEN MATTE WHITE FINISH PAINTED AFTER FABRICATION 0-10V LED DIMMING MIN 5 YEAR WARRANTY DLC CERTIFIED 80+ CRI LITHONIA LDN6 SERIES HE WILLIAMS 6DR SERIES PRESCOLITE LC6LED SERIES D1 HALO PD610 SERIES LIGHTOLIER Z6RDL SERIES OR APPROVED EQUAL F 6" NARROW SUSPENDED LED 4' LENGTHS LED 2500+ LUMENS 4000K MVOLT SUSPENDED CHAIN HUNG FROSTED LENS MATTE WHITE FINISH PAINTED AFTER FABRICATION 0-10V LED DIMMING MIN 5 YEAR WARRANTY DLC CERTIFIED 80+ CRI LITHONIA ZL1N SERIES COLUMBIA MPS SERIES HE WILLIAMS LX4 SERIES F DAYBRITE FSS SERIES METALUX 2SLSTP204DD-UNV OR APPROVED EQUAL N.T.S. DOOR SECURITY ROUGH-INS2 Revisions Description Date Num Addendum #2 6/12/2020 1 PR #4 11/18/2020 2 NOTES: 1. PROVIDE 30 MIN ROTARY TIME SWITCH FOR EF-3. 2. PROVIDE ASTRONOMICAL TIME SWITCH FOR CONTROL OF EF-4. 3. PROVIDE A TIME SWITCH WITH PILOT LIGHT TO CONTROL EF-5. 1 A2 RECESSED 2X4 VOLUMETRIC TROFFER LED 3000+ LUMENS 4000K 40W MVOLT RECESSED GRID CEILING SMOOTH ACRYLIC DIFFUSING LENS MATTE WHITE FINISH PAINTED AFTER FABRICATION 0-10V LED DIMMING MIN 5 YEAR WARRANTY DLC CERTIFIED 80+ CRI COLUMBIA LCAT24-40VWG-EDU LITHONIA 2BLT4 SERIES H.E. WILLIAMS LT SERIES A2 METALUX 24CZ SERIES DAY-BRITE 2EVG SERIES OR APPROVED EQUAL 1 2 STAFF REPORT Agenda Item 6f. Council Meeting: December 21, 2020 Prepared By: Paul Moretto Topic: Rezoning to Rural Commercial from Transitional Rural Commercial. Action Requested: Approval Application Request: On October 20, 2020, Missy and Trevor Scherber et al, submitted an application for a rezoning of the “subject property” located at 23240 County Road 30, Corcoran, Minnesota. The subject property is currently zoned Transition Rural Commercial “TCR”. The request is for a rezoning to Rural Commercial “CR”. Planning Commission Review: Planning Commission reviewed the Rezoning, at their regularly scheduled meeting on December 3, 2020. Other than the applicant there was no one present to speak at the public hearing. The Planning Commissioners asked several questions regarding future site design and use as a result of the rezoning. There were also questions concerning the current Conditional Use Permit. These matters will be revisited when the applicant submits a site design that requires a Conditional Use Permit amendment. Planning Commissioners voted 5-0 to recommend approval of the Rezoning. The applicant is actively working to address the outstanding issues. They will be working with the city on the next steps for the property. Background: The application was considered complete on November 15, 2020 after discussion about the appropriate rezoning type for this location. It was agreed that CR was the best solution for their needs at this time. The subject property operates with a conditional use permit that allows for home occupation with contractor’s storage inside the accessory building (City File 13-005; Resolution 2013-20, April 25, 2013). This is compatible with the applicant’s proposed us of the land and existing buildings. The resolution is included in this packet. Context: Level of City Discretion in Decision-Making The City has a relatively high level of discretion in approving or denying a rezoning application. The proposed zoning for a property must be consistent with the City’s Comprehensive Plan. If the proposed zoning is not consistent with the Comprehensive Plan, the City must deny the rezoning application. The Zoning Ordinance and Map are the enforcement tools used to implement the goals and standards set in the Comprehensive Plan. Comprehensive Plan: The 2040 Comprehensive Plan guides this property for CR zoning. This use is designed and designated for the County Road 10 and County Road 19 corridor to provide a distinct area for commercial land use that does not require public water or sewer service. Additionally, this area will generally have less restrictive building and site development standards then in other commercial districts and allow for uses such as contractors’ yards and other similar uses. Current/Proposed Use: The site currently operates under a conditional use permit for a Home Occupation which includes provisions for storage for contractor’s operations in the accessory building. Restrictions include: • Outside storage of any vehicles, equipment of supplies shall not be allowed. • No exterior parking for employees. There is an exception for parking in the accessory building during operating hours. • Finally, any changes to the site that relate to the commercial operation shall require a rezoning Rural Commercial (CR), site plan approval, and any other permits as required. The applicant’s narrative describes their use as, “a family owned full-service and diversified contractor, located in Rogers, MN provided demolition, excavating, and hauling services”. The current use is compatible with existing using of the land and is consistent with the requested CR zoning. Currently, the applicant operates from three locations. They have a Rogers location where they store their trucks and job materials, an outdoor storage space in Medina for equipment, and lease an office space in Corcoran. The goal of the rezoning is to relocate all of their operations (offices, materials, and equipment) to one location. Their intention is to improve the site over time and submit a separate application for site plans and details. It should be noted that development and use beyond the bounds of the original conditional use permit may require an amendment to the conditional use permit. The CR zone does provide for contractor’s operations as a conditional use. Zoning Analysis: The current zoning for the subject property is Transition Rural Commercial “TCR” 1040.095. The purpose of this zoning is to identify land for future development to the Rural Commercial “CR” district. It is intended to be a holding zone until an applicant requests an application for development or in this case a rezoning to CR. The current zoning, TCR, uses are compatible with those uses found in the CR zone. The proposed rezoning is to Rural Commercial “CR” 1040.090. The purpose of the CR zone is to provide a mix of neighborhood commercial uses and rural industrial including contractor’s yards and other uses that do not require water or sanitary sewer services. Additionally, this zone also provides a geographic boundary described as the Burschville area at the intersection of County Road 19 and County Road 10. Section 1070.010, Subd. 2 provides four evaluation criteria for the Planning Commission to consider. The applicant’s plan meets these criteria as follows: A. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the City Comprehensive Plan, including public facilities and capital improvement plans. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the City Comprehensive Plan, including public facilities and capital improvement plans. Rezoning to Rural Commercial will allow the property to be developed in accordance with the 2040 Land Use Plan, which designates the entire property as Rural Service/Commercial. B. The proposed action meets the purpose and intent of this Ordinance or, in the case of a map amendment, it meets the purpose and intent of the individual district. The proposed action meets the purpose and intent of the Rural Commercial zoning district, which is intended “to provide a mix of neighborhood commercial uses and rural industrial, such as contractor’s yards and similar uses that do not require municipal water or sanitary sewer services.” C. There is adequate infrastructure available to serve the proposed action. There is adequate infrastructure available to serve the proposed action. Existing utilities on site is satisfactory for continued operation. Recommendation: Since surrounding properties are not zoned or guided for incompatible uses, the current zone requires a rezone to the proposed zone, and the Comprehensive Plan guides this parcel for the proposed rezone, staff recommends approval of the rezoning to Rural Commercial. City Council Action: Adopt the following: 1. Ordinance 2020-000 approving the Rezoning to Rural Commercial (CR) 2. Resolution 2020-000 approving Findings of Fact for Rezoning Attachments: 1. Ordinance 2020-000 approving Rezoning to Rural Commercial (CR) 2. Resolution 2020-000 approving Findings of Fact for Rezoning 3. Applicant’s Narrative 4. Context Map 5. Site Map 6. 2040 Comprehensive Plan Land Use Map 7. Existing Conditional Use Permit Resolution 8. Applicant’s Rezoning Plans City of Corcoran December 21, 2020 County of Hennepin State of Minnesota ORDINANCE NO. 2020-413 Page 1 of 2 Motion By: Seconded By: AN ORDINANCE AMENDING TITLE X (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED AT 23240 COUNTY ROAD 30 (PID 0711923130003) (CITY FILE 20-040) THE CITY OF CORCORAN ORDAINS: Section 1. Amendment of the City Code. Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended by changing the classification on the City of Corcoran Zoning Map from Transitional Rural Commercial (TCR) to Rural Commercial (CR), legally described as follows: See Attachment A Section 2. Effective Date. This amendment shall take effect upon adoption. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran December 21, 2020 County of Hennepin State of Minnesota ORDINANCE NO. 2020-413 Page 2 of 2 Attachment A That part of the South 761.52 feet of the West 629.18 feet of the Southwest 1/4 of the Northeast 1/4 of the Section 7 Township 119 Range 23 except roads. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-98 Page 1 of 3 Motion By: Seconded By: APPROVING FINDINGS OF FACT FOR REZONING FOR PROPERTY LOCATED AT 23240 COUNTY ROAD 30 (PID 07-119-231-30003) (CITY FILE 20-040) WHEREAS, Missy and Trevor Scherber and Linda Kohnen (“the applicant”) have requested approval to rezone land on 9.45 acres legally described as follows: WHEREAS, the applicant has requested a rezoning from Transitional Rural Commercial (TCR) to Rural Commercial (CR); and WHEREAS, the entire property is guided Rural Service/Commercial in the 2040 Comprehensive Plan: and WHEREAS, the TCR zoning is a holding zoning until development is proposed: and WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing and recommends approval, and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does support the request of Missy and Trevor Scherber and Linda Kohnen for the reclassification of the property to CR, based on the following findings and conditions: 1. The rezoning is consistent with the 2040 Comprehensive Plan, which shows a land use designation of Rural Service/Commercial for this parcel. 2. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the City Comprehensive Plan, including public facilities and capital improvement plans. Rezoning to Rural Commercial will allow the property to be developed in accordance with the 2040 Land Use Plan, which designates the entire property as Rural Service/Commercial. 3. The proposed action meets the purpose and intent of the Rural Commercial zoning district, which is intended “to provide a mix of neighborhood commercial uses and rural industrial, such as contractor’s yards and similar uses that do not require municipal water or sanitary sewer services.” 4. There is adequate infrastructure available to serve the proposed action. 5. The surrounding districts are all used and guided for Rural Commercial and Rural Residential and are compatible with the rural commercial use proposed. The properties adjacent to the intersection of County Road 10 and County Road 19 are particularly well suited for rural commercial uses and the Rural Commercial district maintains adequate buffer standards to ensure that commercial uses do not negatively affect surrounding residential uses. Further, the surrounding Rural Residential Districts contain large lot sizes and provide for adequate buffers between residential and rural commercial uses. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-98 Page 2 of 3 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-98 Page 3 of 3 Attachment A That part of the South 761.52 feet of the West 629.18 feet of the Southwest 1/4 of the Northeast 1/4 of the Section 7 Township 119 Range 23 except roads; 11/13/2020 CITY OF CORCORAN ReZone Application Narrative ______________________________________________, , T.Scherber Demolition & Excavating has prepared the following information as part of a ReZoning Application Process for the property at 23240 Co Rd 30 The contents of the requested information is as follows: CONTENTS Cover Letter About Us 2-3 Existing Zoning / Proposed Zoning / Intended Use 4 References 5 Certificate of Insurance 6 We appreciate the opportunity to grow our business in your community, Trevor Scherber | Melissa Scherber EST 2007 11415 VALLEY DRIVE, ROGERS, MN 55374 (952) 300 - 5876 MISSY@TSCHERBER.COM ABOUT US A Specialty Contractor You Can Count On—Always. T. Scherber is a family owned full-service and diversified contractor, located in Rogers, MN providing demolition, excavating, and hauling services. We’ve been in business for 10 years and are excited about the recent growth we’ve had in the residential new construction market. We attribute our growth to who we are as a company. We’re a family owned business that specifically chose the word “Integrity” as a part of our branding. To us, Integrity in Construction means holding the highest standards for the work we do on-site, while also maintaining strong principals in the way we manage business off-site. Our team is committed to Service, Support, Safety, GIving Back, & Sustainability—with the work we do. Safety Standards We use up to date safety practices on all of our job sites and at our facilities which includes posting of our Safety Signs. These signs reflect our requirement for OSHA mandated PPE including masks. Additionally we require temperature checks. T. SCHERBER | 23240 CR 30 | 2 A Solid Foundation of Giving Back As a WBE/MBE General Contractor we have a strong commitment to diversity, sustainability, and giving back . Learn More→ Giving Back We have partnered with local non-profit organizations for years including MN CHildren’s Hospital, Freedom Farms, and FOlds of Honor. $25 of every service is given to one of these charities. It’s important to us that we take our service beyond the construction site into the local community to support those in need. Diversity As a WBE/MBE (Woman and Minority Owned) General Contractor we are committed to diversity beyond our status. Inclusion is a part of who we are and the way we do business. which includes sub-contractor and supplier partners, branding, community outreach, and is also a priority in our hiring practices. Sustainability We use “DERA” (Diesel Emissions Reduction Act) certified equipment purchased from CATERPILLAR which boosts fuel economy and reduces emissions . We are also up to date with “Clean Construction USA” standards when it comes to fleet management and operator training. ♼ Landfill Less All demolition debris we process is hauled to Dem-Con, a leading landfill in “Recycling First.” T. SCHERBER | 23240 CR 30 | 3 REZONE REQUEST Existing Zoning and Proposed Zoning The existing property zoning i s TCR Transitional Rural Commercial and we are requesting the property to be rezoned to CR Rural Commercial which we feel strongly i s more fitting with other similar properties i n the local area, and i s consistent with the Comprehensive Plan 2040 Land Use designation of Rural Service/Commercial. The CR Rural Commercial designation fits the needs we have for a company headquarters. Nature and Intended Use Our business is currently spread out in 3 different locations which has become extremely inefficient. We use our farm in Rogers to store trucks and job materials, an outdoor storage space in Medina for equipment, and are also leasing an office in Corcoran from Sunram where 3 office staff work. Our intention is to bring all of our operations into one location to streamline our process and give us room to grow. We would also like to be a local resource to the construction plans coming to the area. We plan to stick to our commitment to integrity in the appearance, maintenance, and utilization of the property. Nature of Use Adjacent The properties to the North, East, and South of the property are zoned TCR Transitional Rural Commercial or CR Rural Commercial use. The property to the west (west side of County Hwy 19) is zoned RR Rural Residential. Impact Our goal is to improve the property by adding perimeter screening berms where appropriate and enhancing with landscape tree plantings. Storm water management improvements would be provided as appropriate for treatment per city standards. Separate application will be made for City approval of site plans that will detail proposed building and site improvements including screening items referenced above. We anticipate 5-7 trucks and 3-5 cars to be going in and out of the property daily once operations are consolidated to the site. We’ve grown at a 30% rate over the last 6 years and anticipate the use and traffic to grow at that rate. T. SCHERBER | 23240 CR 30 | 4 REFERENCES See what our customers have to say about us. Brian Benson - Real Estate Developer / Agent (612) 227-8629 Recently Completed: Pillsbury Mansion Demolition, Bracketts Point 5 Lot Development Dan Schaefer - Schaefco Development 200 Southdale Center, Edina MN 55435 (612) 817-5483 dan@schaefco.com Recently Completed: 51 France Commercial Building & Sheldon Place Luxury Townhome Villas (demolition, excavation, Site work, sewer and water etc) Sven Gustafson - Stonewood LLC 153 Lake Street East, Wayzata MN 55391 (612) 267-2670 sven@stonewood.com Recently Completed: Christmas Lake Estate (demolition, excavation, lot & soil correction) Eddie Near - NOR SON Custom Builders 700 E Lake Street #213, Wayzata MN 55391 (952) 767-7949 eddie.near@nor-son.com Recently Completed: Medina Estate (demolition, excavation, soil correction, restoration, drainage retention) T. SCHERBER | 23240 CR 30 | 5 CERTIFICATE OF INSURANCE T. SCHERBER | 23240 CR 30 | 6 Subject Property 23240 County Road 30 PID: 0711923130003. Rezoning from TCR to CR. City of Corcoran Planning Commission Map Subject Property ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !City of GreenfieldCityofMapleGroveCity of Medina City of RogersBechtold RdPio n e e r T r l TrailHavenRdCounty Road 116 County Road 30 Schutte R d Oakdale Dr County Road 10 Horseshoe T r l Co u n t y R o a d 5 0 Larsen Rd Willow DrHunterRdCounty Road 19Homestead Trl Cain RdRolling Hills Rd Country Rd Mohawk Dr Larkin RdFoxline DrStrehler Rd Dassel Ln OldSettlersR d Stieg Rd Kalk RdMeister R d Maple Hill Rd93rd Ave NTessmer Rd Blue Bonnet DrJubertLn456710 456750 456719 456730 4567116 45671014567117 Brockton Ln N109th Ave N 4567101 ")55 Hackamore R d Morin Lake Scott Lake Jubert Lake Goose Lake Cook Lake R u s h C reekRushCreek South F o r k Ru sh Creek SouthForkR u sh C r eekThe method and timing of regional wastewater service to be determined through future study. 6/21/20226/21/2022 1/25/2026 1/25/20261/22/20236/21/2022 4/28/2021 1/22/2023 5/26/2020 1/22/2020 1/21/2021 5/26/202010/2020 12/13/22 4/27/2022 4/27/2022 4/22/2020 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\2040 Future Land Use.mxd Date: 8/7/2019 Time: 8:03:42 AM User: ShuJC0243 Rural/Ag ResidentialExisting ResidentialLow Density ResidentialMedium Density ResidentialMixed ResidentialHigh Density ResidentialRural Service/CommercialCommercialMixed UseBusiness ParkLight IndustrialPublic/Semi-PublicParks/Open SpaceAgricultural Preserve (Date of Expiration)Open WaterMunicipal Boundary2040 MUSAFuture MUSA Expansion Area ! ! ! ! ! ! ! ! !Future Study AreaParcel BoundariesStreamsLake/Open WaterWetlands Map 2-12040 Future Land Use Source:Revised National Wetland Inventory (MN DNR, 2009-2014) 51 TRC to RC as guided by the 2040 Comprehensive Plan T. Scherber Demolition & Excavating CIVIL ENGINEERINGSITE DESIGN11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: HENNEPIN COUNTY SITE PROJECT LOCATION HENNEPIN COUNTY, MN SITE MINNESOTA PROPERTY REZONING CORCORAN, MN CORCORAN, MN S I T E County Road No. 19County Road No. 30 C0 S I T E COUNTY ROAD NO. 19COUNTY ROAD NO. 30 C1 T. Scherber Demolition & Excavating CIVIL ENGINEERINGSITE DESIGN11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: COUNTY ROAD NO. 19COUNTY ROAD NO. 30 C2 T. Scherber Demolition & Excavating CIVIL ENGINEERINGSITE DESIGN11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® 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: December 16, 2020 for the December 21, 2020 City Council Meeting RE: Final Plat for Kariniemi Addition (PID 33-119-23-22-0004 and 33-119-23-21-0001) (city file no 20-036) 60-Day Review Deadline: January 19, 2021 1.Application Request Nate Kariniemi has submitted a request for a Final Plat to create four lots from two existing lots. The proposal is to replat the parcel at 6780 Rolling Hills Road and 6855 Willow Drive. An easement vacation has also been submitted to vacate the existing easements over the existing Lot 3 from the Rolling Hills Acres Subdivision. The easement vacation requires a public hearing and is scheduled for January 14, 2021. 2. Context Level of City Discretion in Decision-Making The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. Zoning and Land Use The subject property is guided Rural / Ag Residential in the 2040 Future Land Use Plan and zoned Rural Residential. The properties to the south, west, east and north are guided Rural / Ag Residential and zoned Rural Residential. Natural Characteristics of the Site There are various medium quality wetlands shown in the 2040 Comprehensive Plan. A wetland Delineation has been approved by the Elm Creek Watershed Management Commission for Lots 1-4. Background On October 24, 2019, the City Council approved a final plat for Rolling Hills Acres, which subdivided the existing 40.8-acre parcel into 4 single family lots. Agenda Item: 6g. Kariniemi Addition (20-036) 2 December 21, 2020 Mr. Karineimi submitted a preliminary plat to combine Lot 3, Block 1 (6780 Rolling Hills Road) with the property to the east and replatted. The preliminary plat for Kariniemi Addition was approved on June 25, 2020 subject to conditions. 3. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer’s comments are incorporated into this staff report and the detailed comments are included in the attached engineering memo dated December 15, 2020. Access/Streets The existing home at 6855 Willow Drive has an existing driveway out to Willow Drive. It is staff’s understanding that there is an existing private driveway easement, but we have included a condition requiring a copy of this easement to the City to ensure access will remain for the existing home and if necessary to acquire an encroachment agreement for any overlapping easements. Because this is an existing condition and the boundaries of Lot 4 are not changing, Council did not require a variance. However, if Lot 4 is subdivided in the future to use the remaining development right, both of the lots will need to show compliance with the frontage requirements in the City or request a variance. The three western lots are proposed to have access off a private drive that connects to Rolling Hills Road. A private drive is allowed in the Rural Residential District only if the Council finds the following conditions are met: • That a public street connection is not required for the street network. • That the private drive meets the design standards adopted in the Subdivision Ordinance. • That the access for each lot in the subdivision is from the private drive and the private drive is not included in the parcel size calculation. • That an easement and maintenance agreement are established for all private drives. • That an HOA (homeowners association) is established to ensure that the private drive remains “private”. The Council did approve the private drive as part of the preliminary plat. As part of this application an access easement is being dedicated over the private drive. The city engineer has reviewed the private drive for compliance with the design standards and the memo has been included as a condition of approval. As part of the final plat a recordable easement document, maintenance agreement and HOA document have been submitted to ensure the private drive is properly maintained in perpetuity. The private drive agreement includes plans for snow storage to ensure it does not impact adjacent properties. If all of the conditions in the draft resolution are met, the Code requirements will be met for a private drive. Staff is working with the City Attorney to review the documents to ensure Kariniemi Addition (20-036) 3 December 21, 2020 compliance with ordinance requirements. We will provide feedback to the developer to finalize these documents prior to release of the final plat. Lot Standards The applicant is proposing to create four lots. The proposed lots on the final plat exceed the minimum lot size and depth standards in the zoning ordinance for the RR district. For purpose of complying with the minimum lot width requirements, the front of the lot shall be the lot line adjacent to the private drive. The proposed lots meet the lot width requirement at the private drive. Lot 4 will continue to use the existing private driveway, but it should be noted that any future subdivision will require 200 feet of lot frontage along the private drive, public street or a variance from these standards. Easement Vacation The existing Lot 3 has drainage and utility easements that were dedicated as part of the Rolling Hills Acres plat. The existing easements are being vacated to allow for new easements to be dedicated with the Kariniemi Addition plat. The final plat approval is contingent upon approval of the easement vacation, which is scheduled for the January 14, 2021 meeting. Floodplain Lot 4 contains floodplain that encroaches into the area used for primary structure. Typically, drainage and utility easements are required with final plat over any floodplain areas. Staff is delaying this requirement on Lot 4 until additional development is proposed to avoid the conflict with the existing home. Wetlands A wetland delineation report was submitted for proposed Lots 1-4 and was approved by the City. Section 1050.010 of the Zoning Ordinance provides standards for wetlands. The wetland on-site is defined as a medium quality wetland on site, which requires a 25-foot average wetland buffer and a 15-foot buffer setback. Plans must be revised to show the required wetland buffer, wetland buffer setback and wetland buffer signs for Lot 4. Additionally, the existing driveway for Lot 4 is shown running through wetland buffers. The wetland buffers should be revised to reduce the width allowing the driveway to remain outside the wetland buffers. A Wetland buffer planting plan and maintenance plan must be submitted for review and approval. The HOA shall be responsible for maintenance of the wetland buffers. Wetland buffer monuments must be installed for all four lots prior to issuance of a building permit. Where the City and ECWMC differ in standards, the applicant shall comply with the more restrictive standard. Kariniemi Addition (20-036) 4 December 21, 2020 Utilities This site is located outside of the MUSA boundary and will be served by individual water wells and septic sites. The proposed septic locations comply with the city wetland setback standards and have been approved by the Hennepin County Public Health Department. Parks and Trails There is an existing trail easement on the east property line of the proposed Lot 3, which was dedicated with the Rolling Hills Acres plat and is preserved as part of this plat. The HOA documents are required to reference this easement for a future trail. Park Dedication Requirements Under the current ordinance, park dedication is only taken for newly created lots. The existing Lot 3, Block 1 of the Rolling Hills Acres final plat previously paid park dedication and Lot 4 of the Kariniemi Addition is an existing developed lot and is exempt from park dedication. Therefore, park dedication is due for the two newly created lots with this plat. There is no park land planned on this site, therefore, staff recommends cash-in-lieu of land for this site. For residential developments, the cash in lieu of land fee has been calculated based on the per capita share of park system costs at $3,970 per single family unit (2 x $3,970 = $7,940). Park dedication is due prior to release of the final plat for recording. The fee will be based on the fee schedule in place when the final plat is submitted. Conclusion Staff has reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and Subdivision Ordinance. The staff report noted the outstanding issues that must be addressed and we have included conditions in the attached resolutions to address these issues. 4. Recommendation Move to adopt Resolution 2020-97 approving the final plat. Kariniemi Addition (20-036) 5 December 21, 2020 Attachments a. Resolution 2020-97 approving the final plat b. Location Map c. Engineer’s Memo dated December 15, 2020 d. Public Safety memo dated December 3, 2020 e. Final Plat dated September 18, 2020 f. Preliminary Plat dated September 18, 2020 g. Engineering Plans dated September 18, 2020 h. Easement Vacation Exhibit dated September 28, 2020 i. Site Improvement Performance Agreement City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-97 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PLAT FOR KARINIEMI ADDITION FOR NATE KARINIEMI ON THE 52.8-ACRE SITE AT 6780 ROLLING HILLS ROAD AND 6855 WILLOW DRIVE (PID 33-119- 23-22-0004 AND 33-119-23-21-0001) (CITY FILE 20-036) WHEREAS, Nate Kariniemi (“the applicant”) has requested approval of a preliminary plat to create 2 lots from an existing 12.8-acre parcel and plat an existing 40-acre parcel legally described as: Parcel 1: Lot 3, Block 1, ROLLING HILLS ACRES, Hennepin County, Minnesota, according to the recorded plat thereof. Parcel 2: The Northeast Quarter of the Northwest Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota. 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 final plat, subject to the following conditions: 1. A final plat is approved to allow the creation of four lots, in accordance with the application materials and plans received by the City on September 18, 2020 and revisions received September 28, 2020 and November 20, 2020, except as amended by this resolution. 2. Approval of the final plat is contingent upon approval of the easement vacation. 3. The applicant shall comply with all conditions in the City Engineer’s memo dated December 15, 2020. 4. Lot 4 has one existing home and one development right remaining. Lots 1-3 have no development rights remaining. 5. The lots are subject to the following setbacks for the principal structure: a. Front yard (measured from private drive easement or public street) – 50 feet b. Side yard – 25 feet c. Rear Yard – 25 feet 6. Plans must be revised to show Lot 4 on all plan sheets and to include existing conditions. 7. The preliminary plat must be revised to show final easement locations. 8. Each lot must have one tree planted in compliance with Section 1060.070. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-97 Page 2 of 4 9. The cost estimate must be revised to include landscaping costs and wetland buffer seeding. The Site Improvement Performance Agreement (SIPA) will be updated by staff to reflect these costs prior to execution. 10. Prior to release of the final plat for recording: a. The SIPA must be executed. b. The financial guarantees noted in the SIPA must be provided. c. The easement vacation must be approved by the City Council. d. The applicant must comply with all wetland buffer requirements for all four lots: i. Plans must be revised to dimension the overlap of the wetland buffers on Lot 3 into the existing trail easement. ii. Plans must be revised to show wetland buffer setback and wetland buffer signs for Lot 4. The driveway must be located outside of the wetland buffer area. The wetland buffer may be reduced next to the driveway and the wetland buffer signs shall be located adjacent to the driveway. iii. A Wetland buffer planting plan and maintenance plan must be submitted for review and approval. The HOA shall be responsible for maintenance of the wetland buffers in accordance with these plans. iv. Wetland buffer monuments shall be installed on all four lots prior to issuance of building permit. v. The developer must install the wetland buffer plantings prior to issuance of certificate of occupancy for any of the lots. e. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. f. Drainage and utility easements must be provided over the floodplain on Lots 1-3. However, since the existing improvements on Lot 4 are located in the floodplain, the City will not require the easements to be provided at this time. i. Easements over the floodplain on Lot 4 will be required prior to any subdivision of Lot 4. ii. No grading or other improvements will be permitted in the floodplain, except as approved by the City as outlined in Section 1050.030 of Zoning Ordinance. g. The applicant must provide a copy of the existing driveway easement for the proposed Lot 4. Should the existing driveway easement or home overlap with any easements an encroachment agreement will be needed. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-97 Page 3 of 4 h. The developer is required to create a Homeowners Association (HOA) for maintenance of the private drive. The applicant shall provide copies of the final HOA documents/covenants for City review as part of the final plat application. i. The HOA documents shall ensure that the private drive remain “private” in perpetuity. ii. The HOA documents shall require mandatory participation of all homeowners that have access via the private drive and shall include the requirement for creation of a fund to address maintenance, drainage and snow removal on the private drive. iii. HOA shall be responsible for the wetland buffer maintenance. iv. The existing trail easement shall be included and recorded in the HOA documents. i. The access easement and maintenance must be finalized and approved by the City Attorney. j. Park dedication shall be cash in lieu of land in accordance with the park dedication policy in place when the final plat is released for recording. i. Park dedication is due for the two new lots. 11. Prior to issuance of building permits: a. Record the approving resolutions, mylar, easements and all related documents at Hennepin County and provide proof of recording to the City. b. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. c. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 12. Prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-97 Page 4 of 4 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director Hennepin County Property Map Date: 5/28/2020 Comments: 1 inch = 800 feet Division in Process The displayed parcel boundary may not be the actual boundary because this property is in the process of being divided or replatted. PID: 3311923220004 ADDRESS: 6780 Rolling Hills Rd, Corcoran MN 00000 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 2020 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 - ENGINEER’S MEMO To: Kevin Mattson, PE, Public Works Director From: Kent Torve, PE, City Engineer Nick Wyers, PE Date: December 15, 2020 Subject: Kariniemi Addition Final plat has been revised and the following comments shall be modified and resubmitted. Plans with revisions dated 9-18-2020 were reviewed. 1. General Compliance with NPDES and WMO requirements are required. WMO requires an operation and maintenance agreement on the basin be approved by City and Commission, and recorded with property. Draintile encountered during construction shall be repaired and replaced, or daylighted into the drainage system. 2. Final Plat Modify drainage and utility easement to include the “Additional Buffer” area as shown on plans. Lot 2 -- Expand the drainage and utility easement to include the south road ditch and the south property boundary swale. 3. Construction Plans Add a label identifying Lot 4 on Sheets 1-5 (same font as Lots 1, 2, 3). Culverts at private road entrance should have minimum 1 foot cover. Stop sign and private driveway sign with addresses to be installed. Show driveway culverts for Lots 1 and 2 as installed with house construction. Lots 2 and 3 house low levels revised to elevation 983.7 since City requirement is 2 feet above the EOF (shown as 981.7). 4. Lot 4 The future subdivision of Lot 4 would require significant additional City process and engineering including; North Ditch drainage to east would need additional piping and drop structures. Construct a private drive extension approximately 200 feet into future lot with turnaround Complete additional hydrologic modeling to determine actual floodplain elevation Mitigate any floodplain or wetland impacts Construct additional stormwater treatment consistent with current ECWMC permit requirements. Implement a future trail crossing as approved by City. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us Memo To: Planning (Planner Lindahl) From: Director Gottschalk Date: December 2, 2020 Re: Kariniemi Plan Review A Public Safety plan review meeting was held on 12/02/2020. In attendance were: Director of Public Safety Gottschalk, Lieutenant Ryan Burns, Fire Chief Feist, Fire Chief Dave Malewicki, and Fire Chief Leuer. The following are comments from the meeting: 1. The private driveway, since it is serving three properties, will need to meet fire apparatus road specifications and be subject to the associated maintenance and parking restrictions. 2. There is no mandate associated with this, however; it should be noted that the layout of the private drive leaves lot 3 with significant fire access problems. The limited access presents no ability to shuttle water to the property for firefighting efforts. 3. Addresses will need to be clearly articulated for each property to prevent confusion. This memo serves as a preliminary review and assumes that all specifications not articulated in the concept meet City standards. Additional fire and building codes will apply. SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com7-21-20DETAILS19-054078I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date:BLANKET DETAIL (IN DITCH BOTTOM)8' WIDE WOOD FIBERMN/DOT 3885 CAT. 3EROSION CONTROL BLANKETFLOWSILT FENCE DETAILREDUNDANT SILT FENCE DETAILRIPRAP AT CMP OUTLETSKARINIEMI ADDITIONNATE KARINIEMICORCORAN, MNRIPRAP AT RCP OUTLETS SLOPE EROSION CONTROL (MN/DOT 3885 CATEGORY 3 BLANKET) BLANKET INSTALLATIONSHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com7-21-2019-054088I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date:KARINIEMI ADDITIONNATE KARINIEMICORCORAN, MNDETAILS 31ROLLING HILLS ROAD NFeet0100200Requested By:Date: Drawn By: Scale: Checked By:Revised:Project No.Engineers & Land Surveyors, Inc.9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comdenotes 1/2 inch by 14 inchiron pipe set and marked byLicense #40062denotes iron monument foundI hereby certify that this survey, plan, orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota._______________________________Paul E. OttoLicense #40062 Date:_____________Vacated Easement Exhibit09-25-2020Nate KariniemiT.R.K.1"=100'P.E.O. (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT KARINIEMI ADDITION (FILE NO. 20-036) AGREEMENT dated _________________, 20__, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and NATE KARINIEMI (“Developer”), for Kariniemi Addition. 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a site development plan (referred to in this agreement as the “site plan”). The site plan is for property situated in the County of Hennepin, State of Minnesota, addressed at: 6780 Rolling Hills Road, and legally described as follows: Lot 3, Block 1, Rolling Hills Acres and The Northeast Quarter of the Northwest Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota. 2. CONDITIONS OF APPROVAL. The City approved the site plan (under City Council Resolution 2020-97 dated December 21, 2020) on the condition that the Developer enter into this agreement, furnish the security and escrow required by it, and comply with applicable ordinances, statutes, and regulations. 3. PLANS. The Subject Property shall be developed in accordance with the following plans. The plans shall not be attached to this agreement, but are on file in the office of the City Administrator at Corcoran City Hall. If the plans vary from the written terms of this agreement, the written terms shall control. The plans were received by the City on ________________, 20__. Plan A: Site Plan. Plan B: Grading, Drainage and Erosion Control & Utility Plan. Plan C: Details and Specifications Plan. 2 4. IMPROVEMENTS. The Developer shall install and pay for the following required site improvements: • Surface water facilities and any associated public street restoration • Private Street • Grading and Erosion Control • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities Any public improvements shall be installed in accordance with the City’s engineering guidelines/standard detail specifications. For these improvements, the Developer shall submit plans and specifications that have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designated representative. 5. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement and construction of all required site improvements, the Developer shall furnish the City with a financial guarantee (“security”) in the form of: 1) a letter of credit from a bank (pursuant to the form attached hereto) or 2) a cash deposit, or a combination thereof, at the discretion of the City, in the amount of $231,929.00 (100% of the total cost of improvements, per Section 1070.050, Subd. 9 of the Zoning Ordinance). Any bank or financial institution providing a letter of credit or other surety shall be subject to the approval of the city manager or their designated representative. 6. CONSTRUCTION OF IMPROVEMENTS. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the zoning administrator or city engineer or their designated representative. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by this agreement. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this agreement, for which reimbursement is expected from the City, unless such work is first ordered in writing by the city engineer or their designated representative as provided in the specifications. 3 7. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 8. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 9. TIME OF PERFORMANCE. The Developer shall install all required site improvements by October 31, 2021. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with site development. 11. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the site, including but not limited to legal, planning, permitting, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this agreement, review of construction plans and documents. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval, development or noncompliance with this agreement. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys’ fees. 4 C. The Developer shall reimburse the City for costs incurred in the enforcement of this agreement, including engineering and attorneys’ fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this agreement within 30 days after receipt. Bills not paid within 30 days shall accrue interest at the rate of 8% per year. 12. MISCELLANEOUS. A. Third parties shall have no recourse against the City under this agreement. B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this agreement. C. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by the zoning administrator or city engineer or their designated representative. The City’s failure to promptly take legal action to enforce this agreement shall not be a waiver or release. D. This agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has unencumbered fee title to the Subject Property and/or has obtained consents to this agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any failure to fulfill the foregoing covenants. E. Certain retaining walls will require a building permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the building official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. F. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 5 G. Failure to fulfill the terms of this agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. H. The Developer represents to the City that the development complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision regulations, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. I. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells the project. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract. 13. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 14. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: __19927 Larkin Road, Corcoran, MN 55340________. Notices to the City shall be in writing and shall be either hand delivered to Corcoran City Hall, or mailed to the City by certified mail in care of the Corcoran City Administrator at the following address: Corcoran City Hall Attn: City Administrator 8200 County Road 116 Corcoran, MN 55340 6 15. ESTIMATED COSTS . ITEM Total Restoration of sewer and associated disturbance of public streets $0 Restoration of watermains and hydrants and disturbance of associated public streets $0 Surface water facilities and any associated public street restoration $0 Private Street $34,768 Grading and Erosion Control $155,575 Underground Utilities $24,406 Street Signs and Traffic Control Signs $0 Landscaping Required by Section 1060 of the Zoning Ordinance $0 Tree Preservation $0 Wetland Mitigation and Buffers $0 Monuments Required by Minnesota Statutes $0 Miscellaneous Facilities $0 Inspection Escrow $10,000 SUB-TOTAL: $214,749 Design, Admin, Insp, As-Builts (8%) 17,180 Total: $231,929 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank or financial institution shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this agreement or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty- five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; and (3) all financial obligations to the City have been satisfied. 16. SUMMARY OF FINANCIAL SURETY. Security for Improvements (Paragraph 5): $231,929.00 Engineering Escrow 10,000.00 7 CITY OF CORCORAN BY: Ron Thomas, Mayor (SEAL) AND Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of___________________, 20___, by Ron Thomas and Brad Martens, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DEVELOPER: By: Its STATE OF MINNESOTA ) ( ss. COUNTY OF _______________ ) The foregoing instrument was acknowledged before me this ________ day of _________________, 20___, by __________________ the _________________ of _______________________. NOTARY PUBLIC 8 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Dated this _____ day of ____________, 20___. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 9 MORTGAGEE CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing agreement, agrees that the agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 10 CONTRACT PURCHASER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the Subject Property, the development of which is governed by the foregoing agreement, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 11 EXHIBIT “A” TO SITE IMPROVEMENT PERFORMANCE AGREEMENT Lot 3, Block 1, ROLLING HILLS ACRES, Hennepin County, Minnesota, according to the recorded plat thereof. (BANK LETTERHEAD) IRREVOCABLE LETTER OF CREDIT TEMPLATE Letter of Credit No.: Date: TO: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 RE: (*Insert project name/address) Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d. Reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Clerk, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. We hereby agree that a draft drawn under and in compliance with this letter of credit shall be duly honored upon presentation if presented for payment together with the documents required herein to _______________, phone ___________, if presented before 4:00 p.m. on or before the expiration date. Presentations may be made by certified mail, return receipt requested or by federal express or any other nationally recognized courier company. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator STAFF REPORT Agenda Item 6h. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: Job Offer – Maintenance Worker Action Required: Approval Summary: Staff has completed the search for the vacant Maintenance Worker position and is requesting authorization to hire for the position. Cole Lenneman is the recommended candidate after completing several rounds of interviews. The offer will be the base level offer with the beginning salary and benefits for the Maintenance Worker position. Financial/Budget: This is a budgeted position that has been vacant for quite some time. Council Action: Authorize staff to offer the position of Maintenance Worker to Cole Lenneman. Attachments: None STAFF REPORT Agenda Item 9a. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: 2021 Fee Schedule Action Required: Approval Summary: Annually the City updates and adopts a fee schedule for the City. Attached is the recommended fee schedule for 2021. It is requested that the City Council approve as recommended. Deletions are stricken through and additions/modifications are listed in yellow. Financial/Budget: The fee schedule sets the amounts charged for various item/services. Changes have been incorporated into the 2021 budget. Options: 1. Adopt Ordinance 2020-414 Adopting 2021 Fee Schedule 2. Adopt Ordinance 2020-414 Adopting 2021 Fee Schedule with amendments. Recommendation: Adopt Ordinance 2020-414 Adopting 2021 Fee Schedule Council Action: Consider a motion to adopt Ordinance 2020-414 Adopting 2021 Fee Schedule Attachments: 1. Ordinance 2020-414 Adopting 2021 Fee Schedule City of Corcoran December 19, 2011 City of Corcoran December 21, 2020 County of Hennepin State of Minnesota ORDINANCE NO. – 2020-414 Motion By: Seconded By: AN ORDINANCE ADOPTING 2021 FEE SCHEDULE The Corcoran City Council ordains as follows: Section 1. Purpose. The Corcoran City Council has determined that the fees to be charged by the City for development, inspections, and other related services shall be adopted by ordinance. Section 2. Adoption of 2021 Fee Schedule. The fees to be charged by the City of Corcoran for 2021 are listed on the attached Exhibit A, which is incorporated herein; that said fee schedule is hereby adopted. Section 3. Continuation/Amendment. Any amendment to the fee schedule shall be made annually, or more often if necessary, by ordinance; if there are no amendments to the fee schedule, the most recently adopted fee schedule ordinance shall remain in force and effect until amended. Effective Date. This Ordinance shall be in full force and effect upon its publication and passage. ADOPTED by the City Council on the 21st day of December, 2020 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan _______________________________ Ron Thomas, Mayor ATTEST: _______________________________________ City Seal Jessica Beise, Administrative Services Director CITY OF CORCORAN Draft 2021 FEE SCHEDULE FEE 2020 Fee ADMINISTRATIVE FEE SCHEDULE G/L Records & Service for City Document (Includes Tax) 100-41900-34107 Assessment Search from County 25.00 100-41900-34000 USB Flash Drive 10.00 100-41900-36210 Interest charge on 30 day past due Escrow accounts 10% 100-41900-34105 Notary Fee - per document 1.00 100-41900-34105 Candidate Filing Fee 10.00 Code Books 100-41900-34105 Code Book (Codes/Zoning/Subd) Binder 65.00 100-41900-34105 Municipal Code Only 65.00 35.00 100-41900-34105 Subdivision Code Only 35.00 100-41900-34105 Zoning Code Only 35.00 100-41900-34105 Comprehensive Plan Book Printed - special order 100.00 Copies 100-41900-34105 Copies black/white - up to 8 1/2x14 per page 0.25 100-41900-34105 Copies black/white - 11 x 17 per page 0.55 100-41900-34105 Copies Color up to 8 1/2x14 pp 1.00 100-41900-34105 Copies Color 11x17 1.50 100-41900-34105 Copies Oversize (Larger than 11X17) - Special Order Varies Labor/Staff Research 100-41900-34000 Data Request Retrieval Cost per hour Salary of the lowest- paid entity employee who can complete the task 100-41900-34000 Normal Business Hrs (1 hr minimum) per hour 65.00 100-41900-34000 After Hours (1 hr minimum) per hour 100.00 Late Fees / Penalties /Processing Fees 100-41941-36200 Returned Check Fee 38.00 100-41941-36200 Delinquent Fee 10.00 100-42400-36200 Permit Cancellation Fee 25.00 Credit Card Processing Fee - Transactions under $100.00 N/C Credit Card Processing Fee - Transactions over $100.00 3.49% less $3.49 Maps 100-41900-34105 Color Maps - on cardstock 3.00 100-41900-34105 Oversized or Laminated - special order Varies 100-41900-34105 Topos - special order Varies Recycling Fee 100-43232-34400 Recycling Fee - Annually 40.82 39.59 100-43232-34400 Recycling Delinquent Fee 10.00 100-43232-34400 Recycling Provider Late Fee 1.5% per month City Park - Picnic Facility 100-45200-34101 Pavilion Rental Fee 100.00 100-45200-34101 Damage Deposit for all Amenities 350.00 100-45200-34101 Soccer/Football/Baseball - per field (per hour usage | minimum 2 hours)22.00 30 for 6 hours 100-45200-34101 Lights (Lions Field only) - Additional per game 30.00 100-45200-34101 Scoreboard and PA System (Snyder Field only | per game)25.00 new 100-45200-34101 Tennis Courts - All courts 2 hour usage 15.00 30 for 4 hours 100-45200-34101 Fields/Tennis Courts Damage Deposit (per season, all groups)350.00 100-45200-34101 Photography Rental - Community Garden (3 hour maximum)25.00 Engraved Memorial Bricks (tax included) 415-45200-36230 4 x 8 Engraved Brick 50.00 415-45200-36230 12 x 12 Engraved Brick 100.00 415-45200-36230 Engraved Stone (Large)135.00 415-45200-36230 Engraved Stone (X-Large)175.00 415-45200-36230 48" Maintenance Free Bench Varies* 415-45200-36230 Concrete Bench - 22 Characters Varies* 415-45200-36230 Granite Bench Varies* *Product and prices subject to change with vendors Administrative Fees - Rentals 100-41941-34101 Mutiple Date Change Fee (1 Date Change Per Year Free)10.00 Licenses & Miscellaneous Permits Liquor/Tobacco/Lawful Gambling License/Permit 100-41900-32110 Temporary 3.2 Malt Liquor License - 1 - 4 Day Event 25.00 100-41900-32110 Temporary Malt Liquor License - 1 - 4 Day Event 25.00 100-41900-32110 Temporary 3.2 Malt Liquor License - Annual Max 100.00 100-41900-32110 On Sale 3.2 Malt Liquor 100.00 100-41900-32110 Off Sale 3.2 Malt Liquor 25.00 100-41600-32110 Investigation (New/Transfer License)100.00 100-41900-32110 On Sale Intoxicating Liquor 4,000.00 On Sale Wine 2,000.00 100-41900-32110 Off Sale Intoxicating Liquor (Fee limited by State Law)150.00 100-41900-32110 Sunday Sale Intoxicating Liquor (Fee limited by State Law)200.00 100-42100-34202 Investigation Fee (New/Transfer License)300.00 100-41900-32110 2:00 am Closing Paid to State 100-41900-32110 Tobacco License 150.00 100-45200-36200 Fireworks Permit-Per Event 50.00 100-41900-34103 Hobby Kennel - Annual Fee 75.00 Exempt Gambling Permit - Held at Non-Premise Permitted Site N/C Exempt Gambling Permit - Held at a Premise Permitted Site (ie. Conducts Regular Charitable Gambling Activities 50.00 Burning Permit 100-42100-34200 Valid for 1 month 10.00 100-42100-34200 Valid for 6 months 50.00 Driveway Permit 100-43100-34300 Driveway Permit 100.00 Grading & Land Reclamation Permit 100-43100-34300 Under 300 Cubic Yards 35.00 100-43100-34300 Over 300 Cubic Yards - residential 300.00 Escrow Determined by City Engineer for Permits over 300 Cubic Yards 1000.00 Minimum No security fee for under 300 Cubic Yards required N/C Overweight Vehicle Permit Agriculture N/C 100-43100-34300 Commercial Tow Truck 750.00 100-43100-34300 Daily Permit - Non Exempt Emergency 100.00 100-43100-34300 Seasonal - Emergency (Septic, Liquid Propane & Similar)N/C Resident - To and From (5 ton maximum)N/C 100-43100-34300 Seasonal - Home Delivery 250.00 100-43100-34300 No Permit - Double Fee Maximum $300.00 All Charges are Per Truck - Permits are Restricted Sign Permit 100-41900-36200 No Planning Commission Review - Temporary 25.00 100-41900-36200 No Planning Commission Review - Permanent 150.00 Utility Permit 100-43100-34300 Utility Work in the Right-of-Way - IE:Comcast, Century Link, CenterPoint Energy, Wright-Hennepin, etc 100.00 Public Safety G/L Police Reports 100-42100-34202 Police Reports - Per Page 0.25 100-42100-34202 Audio/Video on USB Flash Drive 10.00 100-42100-34202 Normal Business Hrs (1 hr min.) per hour Salary of the lowest- paid entity employee who can complete the task Car Seat Checks Resident N/C Non-Resident - 1st Seat 25.00 Non-Resident - Additional Seats 10.00 Police Patch Police Patch - Available Only to Full-time Police Officers 5.00 Finger Printing Resident - Child N/C 100-42100-34202 Non-Resident - Child 10.00 Resident - Adult N/C 100-42100-34202 Non-Resident - Adult 15.00 Additional Cards - Resident N/C 100-42100-34202 Additional Cards - Non-Resident 5.00 False Alarm Fire Emergency 100-42100-35101 2-3 In any 12-month period ( Each)75.00 100-42100-35101 4+ In any 12-month period (Each)150.00 False Alarm Police 1-3 In any 12-month period N/C 100-42100-35101 4+ In any 12-month period 100.00 Firearm & Hunting Permits 100-42100-34200 Shooting Range Review 20.00 100-42100-34200 Goose Lake Hunting Permit 10.00 100-42100-34200 Permit to Purchase/Transfer N/C Rental Fee 100-42100-34200 Range contract per day (law enforcement agencies only)50.00 100-42100-34200 Command Post per day 100.00 50.00 Vehicle Impound 100-42100-34202 Vehicle Impound Release 10.00 100-42100-34202 Storage Fee Weekly 75.00 Animal Impound 100-42100-35101 1st Offense (Plus impound fees to shelter)50.00 100-42100-35101 2nd and Subsequent Offenses (Plus impound fees to shelter)150.00 100-42100-35101 No Kennel License 50.00 Event Security Rates 100-42100-34201 Officer - per hour 90.00 100-42100-34201 Officer - per hour Holiday rate 115.00 201-42100-34201 Reserve Officer - per hour 30.00 Emergency Communications Systems Fee Per Single Residential Unit 100.00 Up to 4 Units 200.00 Up to 10 Units 500.00 For Any Number of Units Above 10 Units 1,000.00 Fire Department Entry Key Lock Box DAMA Box and/or Mounting Kits Cost plus 10% Public Works G/L Equipment Usage Per Hour (Government Agency Assistance) 100-43100-36200 Tractor/Backhoe 50.00 100-43100-36200 Dump Truck 65.00 100-43100-36200 Front End Wheel Loader 40.00 100-43100-36200 Road Grader 80.00 100-43100-36200 Skid Loader 40.00 100-43100-36200 Wood Chipper 40.00 Labor 100-43100-36200 Per Hour 65.00 Lawn Mowing - Property Cleanup 100-43100-36200 Mowing 1 acre & under 315.00 100-43100-36200 Mowing over 1 acre - $315 + additional hourly rate 85.00 100-43100-36200 Contract tree and weed removal Cost + 65.00 100-43100-36200 Contract rubbish removal Cost + 65.00 Swing Away Mail Box Arms (Sales Tax included) 100-41941-36200 Post only (mailbox not included)65.00 100-41941-36200 Post and Installation (mailbox not included)150.00 Street Department Fees 100-43100-36200 Street Sign Install Labor (Per hour)75.00 100-43100-34301 Dust Control Assessment Established Annually 100-43100-34301 Dust Control (Voluntary) 300' min.Established Annually 100-43100-34301 Dust Control Delinquent Fee 10.00 100-43100-36200 Culvert priced per foot Cost + 65.00 Local Government Unit Fees Non-Refundable Application Fee Escrow Exemption Certificates 100.00 1000.00 Determinations 100.00 1000.00 Delineation Review 200.00 2000.00 Pond Excavations 100.00 1000.00 Wetland Replacement Plans <10,000 SF Impact on Single Basins or , 1/4 Acre Impact for Private Driveways 400.00 2000.00 All Other Replacement Plans 2,500.00 * Replacement Plan in Conjunction with Wetland Banking 3,500.00 * All Other Wetland Banking Applications 3,500.00 * Monitoring - Per Basin 6,000.00 * Additional Weland Replacement Plan and Banking Escrows and Sureities are determined on a site-specific basis. Wetland Conservation Act Violations (Restoration Order) Any person or entity that fails to obtain a permit under City Ordinance prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. Planning Development & Zoning Fees Land Use Permit/Application Type Non-Refundable Application Fee Escrow 100-41900-34103 Agriculture Preserve Application - Placement (fee limited by state) 50.00 0.00 100-41900-34103 Agriculture Preserve Application - Removal (fee limited by state) 50.00 0.00 100-41900-34103 Administrative Permit 100.00 1,000.00 100-41900-34104 Minor Subdivision, Lot Line Adjustment/Consolidation 100.00 1,500.00 100-41900-34103 Certificate of Compliance 80.00 0.00 100-41900-34103 Development Rights Appeal 100.00 0.00 new 100-41900-34103 Comprehensive Plan Amendment 1,000.00 2,200.00 100-41900-34103 Conditional Use Permit (CUP)550.00 2,200.00 100-41900-34103 Conditional Use Permit (CUP) Amendment 200.00 1,000.00 100-41900-34103 Environmental Review 500.00 5,000.00 100-41900-34103 Interim Use Permit 500.00 2,000.00 100-41900-34103 Final Plat – Base Fee Regular / OSP 400.00 5,000.00 575.00 100-41900-34103 Final Plat – Per Lot Regular /OSP 15.00 0.00 50.00 100-41900-34103 Residential Park Dedication Fees (Subdivision Ordinance) Section 955 100-41900-34103 Single Family Unit 4,628.00 0.00 100-41900-34103 Multi Family Unit 3,141.00 0.00 Commerical and Industrial Unit 4,498.00 0.00 100-41900-34103 Preliminary Plat – Base Regular /OSP 400.00 5,000.00 600.00 100-41900-34103 Preliminary Plat – Per Lot Regular / OSP 15.00 0.00 50.00 100-41900-34103 PUD -Preliminary Development Plan 575.00 5,000.00 100-41900-34103 PUD - Final Development Plan 500.00 5,000.00 100-41900-34103 PUD - Sketch Plat/Plan Review 450.00 2,000.00 100-41900-34103 Rezoning 575.00 2,000.00 100-41900-36200 Sign - Wetland Buffer Sign (per sign - requires site inspection)20.00 0.00 100-41900-34103 Sign - Development Notice Sign $165.00 first sign/ $50.00 each additional 165.00 0.00 100-41900-34103 Site Plan 425.00 1,500.00 100-41900-34103 Site Plan Amendment - Minor 200.00 1,000.00 100-41900-34103 Sketch Plat/Plan Review - Regular / OSP 450.00 1,750.00 100-41900-34103 Topography Exemption, Wetland Waiver, Electronic File Waiver 200.00 1,000.00 100-41900-34103 Vacation 350.00 1,000.00 100-41900-34103 Variance 550.00 2,000.00 100-41900-34103 Zoning/Subdivision Code Amendment 700.00 2,000.00 100-41900-34103 Meeting with City Consultants (first hour no charge)Over 1 hour Contract fee 500.00 Public Works Director Review - per hour 90.00 Additional Escrow May Be Required on a Project by Project Basis City Planner Review - per hour 65.00 Additional Escrow May Be Required on a Project by Project Basis 2021 ADOPTED FEE SCHEDULE FEE 2020 Fee WATER AND SANITARY SEWER FEE SCHEDULE Water rates - residential (monthly use) per 1,000 gallons Tier 1: 0 gallons to 4,999 gallons 2.14 2.04 Tier 2: 5,000 gallons to 8,999 gallons 2.57 2.45 Tier 3: 9,000 gallons to 19,999 gallons 3.21 3.06 Tier 4: 20,000 gallons and over 4.28 4.08 Water rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +2.57 2.45 Water base fees - payable by each user for each month Residential 20.00 16.00 Non residential - Under 1" Meter 24.72 16.00 Non residential - 1" to 3" Meter 24.72 24.00 Non residential - Over 3" Meter 32.00 32.00 Sewer rates - residential (monthly use) per 1,000 gallons Existing Customers - Based on Winter Water Usage (November-March)2.87 2.81 New Customers - Based on 4,500 gallons per month 2.87 2.81 Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +2.87 2.81 Sewer rates - manufactured home park (monthly use) per 1,000 gallons Maple Hill Estates (804,000 gallons per month)3.44 3.37 Sewer base fees - payable by each user for each month Residential 28.98 28.41 Non residential 28.98 28.41 Miscellaneous Fees Maple Grove Serviced Properties Cost plus 10% Late/Past Due Payments Late Payment Penalty 10% of unpaid bill Water Disconnect 65.00 Water Reconnect 65.00 Bulk Water Sales Set Up/Administrative Fee 65.00 Water Meter Rental Deposit 1,000.00 Tier 1: 1,000 gallons +2.52 2.45 Trunk Line Availability Charge (TLAC) Water Trunk Line Availability Charge (TLAC) - per acre: Southeast 7,475.00 6,270.00 Water Trunk Line Availability Charge (TLAC) - per acre: Northeast 16,789.00 16,300.00 Sewer Trunk Line Availability Charge (TLAC) - per acre 7,189.00 6,980.00 Connection Fees - City of Corcoran Water Connection Fee (per unit) - Single Family 1,219.00 1,195.00 Water Connection Fee (per unit) - Multi-Family 975.00 955.00 Water Connection Fee (per unit) - Non-Residential 1,219.00 1,195.00 Sewer Connection Fee (per unit) - Single Family 1,219.00 1,195.00 Sewer Connection Fee (per unit) - Multi-Family 975.00 955.00 Sewer Connection Fee (per unit) - Non-Residential 1,219.00 1,195.00 Connection Fees - City of Maple Grove (Per Maple Grove Fee Schedule) Water Connection Fee (per unit) - Residential/individual laundry facilities 2,720.00 2,591.00 Water Connection Fee (per unit) - Residential/ no individual laundry facilities 2,176.00 2,073.00 Water Connection Fee (per acre) - Commercial/Industrial/Mixed 10,880.00 10,364.00 Water Connection Fee (per acre) - All other Churches which do not house weekday school, preschool, and/or daycare activities 5,440.00 Connection Fees - Metropolitan Council Sewer Access Charge (SAC)2,485.00 Meter Fees Meter - standard Cost plus 10% Meter - larger than standard Cost plus 10% Meter Inspection 65.00 Meter - Temporary Installation 65.00 2021 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE BUILDING PERMIT FEE - Fee is 100% of the adopted fee schedule below, plus State surcharge and applicable reviews listed below. TOTAL VALUATIONS BUILDING PERMIT FEE SCHEDULE (Residential & Commercial) $1.00 to $500.00 $35.00 $501.00 to $2,000.00 $35.00 for the first $500.00 plus $3.05 for each additional $100.00 or fraction thereof, to and including $2,000.00. $2,001.00 to $25,000.00 $80.75 for the first $2,000.00 plus $14.00 each additional $1,000.00 or fraction thereof, to and including $25,000.00. $25,001.00 to $50,000.00 $402.75 for the first $25,000.00 plus $10.10 for each additional $1,000.00 or fraction thereof, to and including $50,000.00. $50,001.00 to $100,000.00 $655.25 for the first $50,000.00 plus $7.00 for each additional $1,000.00 or fraction thereof, to and including $100,000.00. $100,001.00 to $500,000.00 $1005.25 for the first $100,000.00 plus $5.60 for each additional $1,000.00 or fraction thereof, to and including $500,000.00. $500,001.00 to $1,000,000.00 $3245.25 for the first $500,000.00 plus $4.75 for each additional $1,000.00 or fraction thereof, to and including $1,000,000.00. $1,000,001.00 and up $5620.25 for the first $1,000,000.00 plus $3.65 for each additional $1,000.00 or fraction thereof PLAN REVIEW FEE: 65% of the Building Permit Fee calculated from the above schedule. REPETITIVE PLAN REVIEW FEE: 25% of the Building Permit Fee calculated from the above schedule PLAN REVIEW FEE IS NON-REFUNDABLE STATE SURCHARGE: Based on the table below. For valuation use the fees listed above BUILDING VALUATION STATE SURCHARGE* One Million or less .0005 x valuation with minimum of $1.00 for Flat Rate Permits [up to $10,010 valuation] $1,000,001 to $2,000,000 $ 500 + .0004 x (Value -$1,000,000) $2,000.001 to $3,000,000 $ 900 + .0003 x (Value - $2,000,000) $3,000,001 to $4,000,000 $1200 + .0002 x (Value - $3,000,000) $4,000,001 to $5,000,000 $1400 + .0001 x (Value - $4,000,000) Greater than $5,000,000 $1500 + .00005 x (Value - $5,000,000) SEC FEE: .0005 x permit valuation for all Building Permits except Re-Roof, Re-side, Re-Window, Decks & Interior Remodels. Minimum $150.00 New Home or Commercial Construction, Minimum $50.00 on any other non-exempt construction ZONING AND SET BACK REVIEW: $25.00 for permits requiring review, $75.00 for New Construction plus any costs for City Planner to review. Agricultural Structure requires a Certificate of Compliance. EMERGENCY COMMUNICATIONS SYSTEMS FEE: $100.00 for new construction single family homes. Multiple residential unit rates per adopted fee schedule. OVER THE COUNTER PERMITS Re-Roof, Re-side and Windows $90.00 each + State Surcharge Fee ($1.00) General Plumbing (Residential) $50.00 minimum + additional $5.00 per fixture + 2021 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE State Surcharge Fee ($1.00) Water Heaters / Water Softeners (change out only) Water Heater $20 per unit + State Surcharge Fee ($1.00) Water Softener $15.00 per unit + State Surcharge Fee ($1.00) Mechanical (Residential) $75.00 per unit + State Surcharge Fee ($1.00) (Furnace, AC or Gas line) Additional $10.00 gas fitting/connection fee for each unit over 23 units The following qualify as a “unit” Furnace, AC, Air Exchange, In-floor heat, Boiler, Geothermal System, Ground System Heat Pump, Garage Heater, etc. Gas Fireplace $100.00 + State Surcharge Fee ($1.00) *State Surcharge fee is subject to State change OTHER INSPECTIONS AND FEES Inspection outside normal business hours; minimum two hour charge $90.00 per hr. Re-inspection Fee $45.00 per hr. Inspections for which no fee is specifically indicated $60.00 per hr. Site Inspection Fee RESIDENTIAL $45.00 ea. COMMERCIAL $80.00 ea. Additional plan review required by changes, additions, or revisions to approved plans (min. ½ hour charge) $60.00 per hr. Miscellaneous and special services per contract $60.00 per hr. Water Hook Up/Connection Permit (Plan review and inspection of the connection to the municipal water system for existing properties) $100.00 + $45.00 for per additional inspection Sewer Hook Up/Connection Permit (Plan review and inspection of the connection to the municipal water system for existing properties) $100.00 + $45.00 for per additional inspection Pre-Move inspection $150.00 ea. Moved – In structure (not including foundation, interior remodel, etc.) $250.00 ea. Commercial Plumbing permit and plan review Based on valuation Commercial Mechanical permit and plan review Based on valuation Electrical Inspections (Residential & Commercial) Per State Inspector Demolition Residential $150.00 + State Surcharge ($1.00) Commercial $250.00 + State Surcharge ($1.00) Mobile Home Installation $250.00 + State Surcharge ($1.00) Fence Any fence taller than 67 ’ requires a building permit Fee based on valuation + State surcharge Fence (residential within 6’ of property line) Zoning and Setback Review Only ($25.00) Permit Cancellation Fee $25.00 + Plan Review Fee Replacement Permit Card Fee $30.00 CERTIFICATE OF SURVEY City Ordinance Title IV: 40-2 Certificate of Survey requirement. A certificate of survey shall be required with all building permit applications for new construction and building permits that enlarge or alter the footprint of an 2021 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE existing structure. Application for exemption (Building permits only) – If the proposed structure meets all of the required setbacks from the property line, flood plain, wetlands and easements by two times. PENALTY Any person or entity that fails to obtain a permit under City Ordinance Title lV: 40-40.04 prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. All fees are to be paid at time of permit issuance STAFF REPORT Agenda Item 9b. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: 2021 Water and Sanitary Sewer Budgets Action Required: Approval Summary: Attached to this report are proposed 2021 budgets for the water and sanitary sewer funds. The budgets were created based upon the assumptions of the City’s Financial Management Plan. Due to the limited experience with the system, it is likely that budget variances will occur. Financial/Budget: Water Fund Sanitary Sewer Fund Revenue $1,187,533 $1,169,696 Expenditures $1,168,117 $709,731 The gap between revenue and expenditures in the sanitary sewer fund is related to needed funds for a future infrastructure expansion. Options: 1. Adopt resolution 2020-100 Adopting 2021 Final Water and Sanitary Sewer Budgets 2. Adopt resolution 2020-100 Adopting 2021 Final Water and Sanitary Sewer Budgets with amendments Recommendation: Adopt resolution 2020-100 Adopting 2021 Final Water and Sanitary Sewer Budgets Council Action: Consider a motion to approve water and sewer budgets as presented. Attachments: 1. Water Fund – 2021 Budget 2. Sanitary Sewer Fund – 2021 Budget 3. Resolution 2020-100 Adopting 2021 Final Water and Sanitary Sewer Budgets WATER FUND 2020 DRAFT BUDGET REVENUE ActCode Account Descr 2019 Budget 2020 Budget 2021 Budget Comment 601-49400-36100 R 601-49400-36100 Special Assessments $47,957.00 $0.00 $0.00 601-49400-36202 R 601-49400-36202 Developer Contribution $0.00 $0.00 $500.00 601-49400-36210 R 601-49400-36210 Interest Earnings $1,300.00 $15,000.00 $15,000.00 601-49400-36233 R 601-49400-36233 Refunds/Reimbursements $0.00 $0.00 $0.00 601-49400-37100 R 601-49400-37100 Hydrant Sales $0.00 $1,000.00 $500.00 601-49400-37110 R 601-49400-37110 Water Residential Usage $64,000.00 $157,500.00 $328,020.00 660 homes at 100,000 gallons year; Use Tier 2 rate + base fee 601-49400-37120 R 601-49400-37120 Water Commercial/Industrial $2,000.00 $12,600.00 $11,301.00 25 users at 60,000 gallons year; Use Tier 2 rate + base fee 601-49400-37130 R 601-49400-37130 Water Trunk Charges $148,700.00 $156,150.00 $193,740.00 30 acres in SE Corcoran 601-49400-37150 R 601-49400-37150 Water Access Charges (WAC)$82,740.00 $89,625.00 $180,412.00 148 new homes at $1,219 601-49400-37160 R 601-49400-37160 Water Penalties $0.00 $0.00 $0.00 601-49400-37170 R 601-49400-37170 Water Meters $24,098.90 $27,225.00 $55,500.00 148 new homes with water meters at $375 601-49400-37180 R 601-49400-37180 Water Install/Inspect Fee $0.00 $0.00 $0.00 601-49400-37190 R 601-49400-37190 Maple Grove Connection $164,500.00 $176,250.00 $402,560.00 148 new homes at $2,720 601-49400-39200 R 601-49400-39200 Transfer from Other Fund $0.00 $0.00 $0.00 601-49400-39700 R 601-49400-39700 Capital Contributions Gov Act $0.00 $0.00 $0.00 TOTAL $535,295.90 $635,350.00 $1,187,533.00 EXPENSE ActCode Account Descr 2019 Budget Comment E 601-4936 601-49360-720 E 601-49360-720 Operating Transfers $102,966.00 $109,436.00 $134,582.00 Payment to general fund for staf time E 601-4940 601-49400-100 E 601-49400-100 Wages and Salaries (GENERAL)$0.00 $0.00 $0.00 E 601-4940 601-49400-110 E 601-49400-110 Overtime $0.00 $0.00 $0.00 E 601-4940 601-49400-121 E 601-49400-121 PERA $0.00 $0.00 $0.00 E 601-4940 601-49400-122 E 601-49400-122 FICA $0.00 $0.00 $0.00 E 601-4940 601-49400-126 E 601-49400-126 Medicare $0.00 $0.00 $0.00 E 601-4940 601-49400-130 E 601-49400-130 Employer Paid FSA $0.00 $0.00 $0.00 E 601-4940 601-49400-131 E 601-49400-131 Employer Paid Health $0.00 $0.00 $0.00 E 601-4940 601-49400-132 E 601-49400-132 Medical Cafeteria Plan $0.00 $0.00 $0.00 E 601-4940 601-49400-133 E 601-49400-133 Employer Paid H S A $0.00 $0.00 $0.00 E 601-4940 601-49400-134 E 601-49400-134 Employer Paid HRA $0.00 $0.00 $0.00 E 601-4940 601-49400-200 E 601-49400-200 Office Supplies (GENERAL)$100.00 $100.00 $100.00 E 601-4940 601-49400-208 E 601-49400-208 Training and Instruction $1,060.00 $1,000.00 $1,500.00 E 601-4940 601-49400-210 E 601-49400-210 Operating Supplies (GENERAL)$6,900.00 $6,700.00 $6,700.00 $5,000 towards storz retrofit plan E 601-4940 601-49400-212 E 601-49400-212 Motor Fuels $0.00 $0.00 $0.00 E 601-4940 601-49400-215 E 601-49400-215 Water Meters $21,907.90 $24,750.00 $50,320.00 148 meters at $340 each E 601-4940 601-49400-216 E 601-49400-216 Chemicals $0.00 $0.00 $0.00 E 601-4940 601-49400-220 E 601-49400-220 Repair/Maint Supply (GENERAL)$25,000.00 $25,000.00 $25,000.00 E 601-4940 601-49400-300 E 601-49400-300 Professional Srvs (GENERAL)$1,700.00 $2,000.00 $5,000.00 E 601-4940 601-49400-303 E 601-49400-303 Engineering Fees $13,000.00 $100,000.00 $125,000.00 Water service planning E 601-4940 601-49400-304 E 601-49400-304 Legal Fees $1,000.00 $5,000.00 $3,000.00 E 601-4940 601-49400-310 E 601-49400-310 Other Professional Services $51,182.00 $227,432.00 $453,742.00 $39,403 Water service contract; $11,779 payment for DT MG agreement ; $402,560 pass through connection fee E 601-4940 601-49400-311 E 601-49400-311 Water Purchased 56,650.31 92,902.00 166,117.00 660 homes at 100,000 gallons, 25 non-residential at 60,000 gallons + 15% unbilled/unmetered at $2.14/thousand gallons E 601-4940 601-49400-321 E 601-49400-321 Telephone $0.00 $0.00 $0.00 E 601-4940 601-49400-352 E 601-49400-352 General Notices and Pub Info $0.00 $100.00 $0.00 E 601-4940 601-49400-360 E 601-49400-360 Insurance (GENERAL)$1,500.00 $500.00 $500.00 E 601-4940 601-49400-364 E 601-49400-364 Workers Comp Insurance $0.00 $0.00 $0.00 E 601-4940 601-49400-380 E 601-49400-380 Utility & Services (GENERAL)$800.00 $1,200.00 $2,500.00 Utility locates E 601-4940 601-49400-400 E 601-49400-400 Repairs & Maint Cont (GENERAL)$1,500.00 $1,500.00 $1,500.00 E 601-4940 601-49400-420 E 601-49400-420 Depreciation $0.00 $0.00 $0.00 601-49400-432 E 601-49400-432 Credit Card Fees $1,000.00 $2,000.00 $2,000.00 E 601-4940 601-49400-433 E 601-49400-433 Dues and Memberships $1,000.00 $1,000.00 $1,000.00 E 601-4940 601-49400-510 E 601-49400-510 Land $0.00 $100,000.00 Potential well site purchase E 601-4940 601-49400-520 E 601-49400-520 Buildings and Structures $0.00 $0.00 $0.00 E 601-4940 601-49400-530 E 601-49400-530 Improvements Other Than Bldgs $0.00 $0.00 $0.00 E 601-4940 601-49400-550 E 601-49400-550 Motor Vehicles $0.00 $0.00 $0.00 E 601-4940 601-49400-570 E 601-49400-570 Office Equip and Furnishings $0.00 $0.00 $0.00 E 601-4940 601-49400-580 E 601-49400-580 Other Equipment $0.00 $0.00 $0.00 E 601-4940 601-49400-610 E 601-49400-610 Interest $56,215.50 $54,362.50 $89,556.00 Per 2014B and 2020A payment schedules E 601-4940 601-49400-611 E 601-49400-611 Bond Issuance Costs $0.00 $0.00 $0.00 E 601-4940 601-49400-720 E 601-49400-720 Operating Transfers $0.00 $0.00 $0.00 TOTAL $343,481.71 $654,982.50 $1,168,117.00 SEWER FUND 2020 DRAFT BUDGET REVENUE ActCode Account Descr 2019 Budget 2020 Budget 2021 Budget Comment 602-49450-36100 R 602-49450-36100 Special Assessments $11,507.00 $0.00 $0.00 602-49450-36210 R 602-49450-36210 Interest Earnings $1,100.00 $15,000.00 $7,000.00 602-49450-36233 R 602-49450-36233 Refunds/Reimbursements $0.00 $0.00 $0.00 602-49450-37210 R 602-49450-37210 Sewer Residential $62,000.00 $189,000.00 $385,834.00 660 homes at 65,000 gallons year + base fee; Maple Hill Estates 602-49450-37220 R 602-49450-37220 Sewer Commercial/Industrial $2,000.00 $17,640.00 $13,000.00 25 users at 60,000 gallons year + base fees 602-49450-37230 R 602-49450-37230 Sewer Trunk Charges $180,865.00 $101,075.00 $215,670.00 30 acres 602-49450-37260 R 602-49450-37260 Sewer Penalties $0.00 $0.00 $0.00 602-49450-37270 R 602-49450-37270 Sewer Access Charges-Met Coun.$173,950.00 $186,375.00 $367,780.00 148 new homes with SAC $2,485 each 602-49450-37275 R 602-49450-37275 Sewer Access Charges-City $0.00 $89,625.00 $180,412.00 148 at $1,219 602-49450-37280 R 602-49450-37280 Sewer Install/Inspect Fee $0.00 $0.00 $0.00 602-49450-39200 R 602-49450-39200 Transfer from Other Fund $0.00 $0.00 $0.00 602-49450-39700 R 602-49450-39700 Capital Contributions Gov Act $0.00 $0.00 $0.00 $431,422.00 $598,715.00 $1,169,696.00 EXPENSE ActCode Account Descr 2019 Budget Comment 602-49360-720 E 602-49360-720 Operating Transfers $102,966.00 $109,436.00 $134,582.00 Payment to general fund for staff time 602-49450-100 E 602-49450-100 Wages and Salaries (GENERAL)$0.00 $0.00 $0.00 602-49450-110 E 602-49450-110 Overtime $0.00 $0.00 $0.00 602-49450-121 E 602-49450-121 PERA $0.00 $0.00 $0.00 602-49450-122 E 602-49450-122 FICA $0.00 $0.00 $0.00 602-49450-126 E 602-49450-126 Medicare $0.00 $0.00 $0.00 602-49450-130 E 602-49450-130 Employer Paid FSA $0.00 $0.00 $0.00 602-49450-131 E 602-49450-131 Employer Paid Health $0.00 $0.00 $0.00 602-49450-132 E 602-49450-132 Medical Cafeteria Plan $0.00 $0.00 $0.00 602-49450-133 E 602-49450-133 Employer Paid H S A $0.00 $0.00 $0.00 602-49450-134 E 602-49450-134 Employer Paid HRA $0.00 $0.00 $0.00 602-49450-200 E 602-49450-200 Office Supplies (GENERAL)$100.00 $100.00 $100.00 602-49450-208 E 602-49450-208 Training and Instruction $1,000.00 $1,000.00 $1,000.00 602-49450-210 E 602-49450-210 Operating Supplies (GENERAL)$1,700.00 $1,700.00 $1,700.00 602-49450-212 E 602-49450-212 Motor Fuels $0.00 $0.00 $0.00 602-49450-216 E 602-49450-216 Chemicals $0.00 $0.00 $0.00 602-49450-220 E 602-49450-220 Repair/Maint. Supply (GENERAL)$25,000.00 $25,000.00 $25,000.00 602-49450-300 E 602-49450-300 Professional Srvs (GENERAL)$5,000.00 $6,000.00 $12,000.00 Sewer cleaning 602-49450-303 E 602-49450-303 Engineering Fees $8,500.00 $15,000.00 $15,000.00 602-49450-304 E 602-49450-304 Legal Fees $500.00 $500.00 $1,000.00 602-49450-310 E 602-49450-310 Other Professional Services $173,950.00 $186,375.00 $367,780.00 148 SAC charges paid to MCES $2,485 each 602-49450-312 E 602-49450-312 MCES Sewage Treatment $25,981.36 $46,594.00 $74,556.00 per Met Council 602-49450-321 E 602-49450-321 Telephone $0.00 $0.00 $0.00 602-49450-352 E 602-49450-352 General Notices and Pub Info $100.00 $100.00 $100.00 602-49450-360 E 602-49450-360 Insurance (GENERAL)$1,600.00 $500.00 $500.00 602-49450-364 E 602-49450-364 Workers Comp Insurance $0.00 $0.00 $0.00 602-49450-380 E 602-49450-380 Utility & Services (GENERAL)$3,600.00 $4,500.00 $5,500.00 Lift station electric; utility locates 602-49450-400 E 602-49450-400 Repairs & Maint Cont (GENERAL)$3,000.00 $3,000.00 $3,000.00 602-49450-420 E 602-49450-420 Depreciation $0.00 $0.00 $0.00 602-49450-431 E 602-49450-431 Misc Expense $0.00 $0.00 $0.00 602-49450-432 E 602-49450-432 Credit Card Fees $1,000.00 $2,000.00 $2,000.00 602-49450-433 E 602-49450-433 Dues and Memberships $1,000.00 $1,000.00 $1,000.00 602-49450-510 E 602-49450-510 Land $0.00 $0.00 $0.00 602-49450-520 E 602-49450-520 Buildings and Structures $0.00 $0.00 $0.00 602-49450-530 E 602-49450-530 Improvements Other Than Bldgs $0.00 $0.00 $0.00 602-49450-550 E 602-49450-550 Motor Vehicles $0.00 $0.00 $0.00 602-49450-570 E 602-49450-570 Office Equip and Furnishings $0.00 $0.00 $0.00 602-49450-580 E 602-49450-580 Other Equipment $0.00 $0.00 $0.00 602-49450-610 E 602-49450-610 Interest $70,309.50 $68,012.50 $64,913.00 Per 2014B bond payment schedule 602-49450-611 E 602-49450-611 Bond Issuance Costs $0.00 $0.00 $0.00 602-49450-720 E 602-49450-720 Operating Transfers $0.00 $0.00 $0.00 $425,306.86 $470,817.50 $709,731.00 City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-100 Page 1 of 1 Motion By: Seconded By: A RESOLUTION ADOPTING FINAL 2021 WATER AND SANITARY SEWER BUDGETS WHEREAS, it is the policy of the Corcoran City Council to prepare and adopt budgets for the Water and Sewer Funds; and NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, that the City Council hereby adopts the 2020 budgets for the Water and Sanitary Sewer Funds with the following revenues and expenditures: Water Fund (601) Sewer Fund (602) Revenue $1,187,533 $1,169,696 Expenditures $1,168,117 $709,731 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21ST day of December 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ Jessica Beise –Administrative Services Director STAFF REPORT Agenda Item 9c. Council Meeting: December 21, 2020 Prepared By: Brad Martens Topic: 2020 Year in Review Action Required: None Summary: December 21, 2020 marks the final City Council meeting of the year. Staff reviewed the progress the City made this year and offers the following recap of some of the activity that took place. Administration • Accepted the resignations of Councilmembers Keefe and Dejewski • Appointed Tom Anderson and Brian Lother to the City Council • Completed four City newsletters • Completed the 2019 audit • Assisted with the annual tree giveaway program • Approved the 2020-2021 Capital Improvement Plan • Approved a legislative platform for the 2020 legislative session • Approved 2020 core strategies, short-term goals, and action steps • Updated the Financial Management Plan • Began review for a new financial software system • Transitioned assessing services to Hennepin County • Approved a new mental wellness plan available to full-time employees • Continued pro-active code enforcement • Approved the City Hall remodel project • Issued 211 new home permits (with dozens more in process) • Managed increased utility billing customers; 514 in last billing with 20 or so added each month • Recognized Jessica Beise for five years of service • Recognized Michelle Friedrich for five years of service • Refinanced bonds saving the City over $400,000 • Prepared reports and assembled packets for Council meetings, Council Work Sessions, Planning Commission meetings, Parks and Trails Commission meetings, and Charter Commission meetings • Coordinated open enrollment, completed many significant data requests • Approved the 2021 budget and levy • Continued social media presence: 756 followers on Facebook; 108 Twitter followers • Implemented a new City website • Held Presidential Primary, State Primary, and General elections Page 2 Public Works/Parks • Recognized Pat Meister for 30 years of service • Appointed Jessica Christensen Buck to the full-time Recreation Coordinator position • Prepared and maintained the ice rinks and ball fields for use • Coordinated road restrictions • Coordinated the dust control program • Completed crack sealing, coordinated seal coating and overlays • Graded and snow plowed roads multiple times • Completed various site visits and items related to MS4 and SWPPP compliance • Coordinated development at Ravinia, Bass Lake Crossing, Bass Lake Crossing South, and Bellwether • Coordinated the southeast Corcoran watermain improvement project to loop the water system in southeast Corcoran • Held an open house with residents of Appaloosa Woods to discuss a potential street improvement project • Continued planning the Gleason Parkway Extension project • Began planning work for a future Hackamore Road improvement project • Completed a stormwater project in downtown Corcoran • Completed utility locates and monthly water meter readings • Began planning for the proposed Diamond Lake Regional Trail corridor • Completed a test well for a future well site • Repaired the roof of the City Park building Public Safety • Received a #3 safest city designation in Minnesota from Security Baron • Recognized Pete Ekenberg for five years of service • Appointed Clay Decker to the position of short-term, full-time Police Officer • Held the 13th annual Truck Safety Seminar with roughly 250 attendees • Assisted with security for a Presidential visit • Conducted alcohol and tobacco compliance checks • Took part in various Towards Zero Deaths (TZD) initiatives • Authorized the implementation of body cameras • Participated in several drive by birthday parties • Continued social media presence: 2,704 followers on Facebook; 2,595 Twitter followers Planning/Development • Approved the 14th addition (33 lots) and 15th and final addition (44 lots) additions in Ravinia • Approved the final plat for Bellwether 4th addition (74 lots) and Bellwether 5th addition (46 lots) • Approved the preliminary plat for Tavera, a 549-home development Page 3 • Approved a final plat for Paulsen Farms to allow 20 s ingle family lots near CR 30 and Bechtold Road • Denied an application for Eagle Brook Church; had a record 173 individuals on the meeting • Approved items for the development of Nelson International • Approved the final plat for Rush Creek Reserve 1st addition (45 single family homes, 6 twinhome lots, and 29 townhome lots) • Approved the subdivision to divide the City Hall property for the proposed St. Therese development Pandemic • Declared an emergency in the City of Corcoran related to the COVID-19 Pandemic • Activated the emergency operations center • Obtained necessary personal protective equipment to keep the organization safe • Transitioned many services to electronic in a 24-hour period of time • Closed City Hall as needed due to the COVID-19 Pandemic • Transitioned to remote work for several employees • Developed and implemented a CARES Act funding plan • Conducted city meetings of the City Council, Planning Commission, Parks and Trails Commission, and Charter Commission virtually Staff is proud of the amount of work accomplished in 2020 and looks forward to another productive year in 2021. Financial/Budget: N/A Council Action: N/A Attachments: N/A 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 December 14, 2020 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.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 application is scheduled for the December 21, 2020 City Council meeting and the public hearing for the easement vacation is scheduled for the Council meeting on January 14, 2021. 2.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. 3.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 held a public hearing on this item on December 3rd and is scheduled for Council action on December 21, 2020. 4.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. 5.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. The following projects were recently acted upon and will be closed out: 1.*Final Plat and Final Planned Unit Development Plan for “Rush Creek Reserve” for the Property located at 20400 County Road 10 (PID 23-119-23-42-0004) (city file no. 20-030). M/I Homes has applied for a final plat and final PUD development plan for phase 1 of the 257-unit residential development. The item was reviewed at the November 5th Planning Commission and approved at the November 23rd City Council meeting. Agenda Item 10a. MEMORANDUM 2 2. *Final Plat and Final PUD Development Plan for Ravinia 15th (PID 36-119-23-24-0045) (city file 20-033). Lennar has applied for the final phase of the Ravinia development with this 44 lot plat. The item was reviewed at the November 5th Planning Commission and approved at the November 23rd City Council meeting. 3. *Preliminary 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. 20-037). The request is to plat the property to create three lots and one outlot from the two existing parcels. The plat would create two new developable lots. The item is was reviewed at the November 5th Planning Commission public hearing and approved at the November 23rd City Council meeting. 4. *Minor Subdivision for St. Therese at 8200 County Road 116 (PID 24-119-23-23-0001) (city file no. 20-041). The applicant is requesting approval of a three parcel subdivision that will create one parcel for city hall, one parcel for St. Therese to purchase and one parcel to be retained by the City for the linear park adjacent to County Road 116. The City Council approved this item on the November 23rd meeting. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-101 Page 1 of 1 Motion By: Seconded By: A RESOLUTION HONORING OUTGOING COUNCILMEMBER BRIAN LOTHER WHEREAS, the City Council declared a vacancy following the resignation of a Councilmember at its June 25, 2020 meeting; and WHEREAS, the City Council interviewed interested candidates for the vacancy; and WHEREAS, the City Council of Corcoran selected Brian Lother as the most qualified candidate following his years of service to the City on the Charter Commission; and WHEREAS, the appointment began on July 9, 2020 for the remaining term through December 31, 2020; and WHEREAS, Councilmember Lother, during his appointment placed considerable time, effort, and thought into his role of City Councilmember for his temporary term in office; and WHEREAS, during his tenure as Councilmember, Corcoran reviewed numerous development proposals, approved the City Hall remodel project, drafted the 2021 budget, refinanced bonds saving over $400,000, authorized the implementation of body cameras, and oversaw City operations during a pandemic including the use of CARES Act funds to support the City; and WHEREAS, the City of Corcoran wishes to recognize the time, energy, dedication, and leadership provided by Brian Lother to the City of Corcoran. NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, that the City Council hereby honors Brian Lother for his distinguished service to the City of Corcoran and residents of the City. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December, 2020. ________________________________ Ron Thomas - Mayor ATTEST: City Seal ____________________________________ Jessica Beise – Administrative Services Director Agenda Item 11a. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-102 Page 1 of 2 Motion By: Seconded By: A RESOLUTION HONORING MAYOR RON THOMAS WHEREAS, Ron Thomas was first elected to the Corcoran City Council for a four-year term beginning January 1, 1999; and WHEREAS, Ron Thomas was re-elected for two additional terms serving on the City Council through December 31, 2010; and WHEREAS, after taking two years off the City Council, Ron Thomas was again elected to the City Council for an additional four-year term serving 2013-2016; and WHEREAS, following 16 years of serving as Councilmember, Ron Thomas was elected Mayor of Corcoran, serving two terms from 2017-2020; and WHEREAS, over the 20 years of service as a Councilmember and Mayor, the City achieved many worthwhile and lasting accomplishments including: Transition of the City to 24/7 police coverage including a facility expansion to allow for sufficient space for the police department to operate; authorized the implementation of body cameras Construction of a new public works facility necessary for the operations of the public works department Securing a community development block grant for the construction of the Hope Center in Maple Hill Estates Purchase of 60 acres of new parkland for the City and creation of a master plan for City Park; construction of Wildflower park, the City’s first new park in several decades; began planning for the proposed Diamond Lake Regional Trail Completion of a fire service comprehensive growth plan and Corcoran fire subcommittee recommendations Guiding a crime, drug and safety committee which resulted in beginning a canine program and enhanced investigations and commercial vehicle enforcement; received recognition as a safe city from multiple organizations Overseeing the creation and implementation of a financial management plan ensuring thoughtful financial planning for the City, resulting in two bond rating increases for the City Approving the remodel of City Hall accommodating the growing staff necessary for the City Overseeing significant public infrastructure projects including the first public water and sanitary sewer project, the downtown utility and street improvement project, and many other projects in coordination with development Drafting of the 2020, 2030, and 2040 comprehensive plans which has guided decision making in the City for decades Agenda Item 11b. City of Corcoran December 21, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-102 Page 2 of 2 Drafting and updating design guidelines for the City in key districts to ensure thoughtful development takes place; additional emphasis was given to guide the southeast district which includes plans for a new town center surrounding a town square park Providing guidance to the City for numerous and significant land use applications Increasing communication with an enhanced newsletter, social media presence, updated website, and emergency warning technology; updating the City’s information technology systems and processes Staffing improvements including a detective, public works director, planner, administrative services director, deputy clerk, recreation coordinator, and community service officer positions Developing, and enhancing community programs such as the annual cleanup day, firearm safety program, truck safety seminar, shop with a cop, and Night to Unite Appointing numerous residents to a variety of commissions and task forces to ensure resident input on important topics for the city Creation of the first mission, vision, and values for the City; continued annually refining the goals and objectives of the City to meet its needs and look to the future Overseeing decades of budgets which have enhanced services while protecting the residents from significant tax increases, an example of this is the 2021 tax rate which will be the lowest tax rate since 2012 Overseeing municipal operations during a pandemic; guiding the use of CARES Act funds and ensuring City operations continue to support the needs of residents; and WHEREAS, after 20 years of elected public service, the City of Corcoran wishes to recognize the time, energy, dedication, and leadership provided by Ron Thomas to the City of Corcoran. NOW, THEREFORE BE IT RESOLVED, that Mayor Ron Thomas is hereby honored for outstanding and distinguished service to the City of Corcoran and its residents. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 21st day of December, 2020. ________________________________ Ron Thomas - Mayor ATTEST: City Seal ____________________________________ Jessica Beise – Administrative Services Director City of Corcoran 2021 City Council Schedule Agenda Item 13. January 14, 2021 • Oath of Office – Tom McKee • Oath of Office – Manoj Thomas • Bring Your Own Device Policy • City Goal setting meeting schedule • Commission Liaison Schedule • Annual Apppointments • 2021 City Calendar • Karinemi Easement Vacation • Sergeant appointment update • Resolution to execute closing documents – Hunters Ridge • Meeting Agenda review – public comment opportunity • Staffing Transition – Construction Services Coordinator January 28, 2021 • Bellwether Park Improvement Project – Boardwalk/trails • Town Center Parkway Feasibility Study • Potential Land Sale – PID 35-119-23-42-0035 • 2021 Legislative Priorities • Concept Plan – Northeast Corcoran • Closed Session – Property Acquisition for the 66th Avenue Gleason Parkway Corridor Improvements February 11, 2021 • Water Fee Feasibility Study Discussion – Recommend Future Stormwater Fee • Diamond Lake Regional Trail Corridor Update – Route Selection • 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 • Discussion on Open Book meeting vs. Local Board of Appeals and Equalization