Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2020-08-27 Council Agenda Packet
Corcoran City Council Agenda August 27, 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.Presentations/Recognitions 7.Consent Agenda a.Draft Minutes of August 13, 2020 Council Meeting* b.Financial Claims* c.Hochstetler CUP Accessory Structure* d.Fee Schedule Amendment* 8.Planning Business – Public Comment Opportunity a.Final Plat for Paulsen Farms* b.Concept Plan – Cook Lake Corcoran* c.Eagle Brook Church* 9.Unfinished Business – Public Comment Opportunity a. Bond Refunding Series 2020B; Prepayment and Redemption of Bond Series 2014A* 10.New Business a.Short-Term Full-Time Police Officer 11.Closed Session a.Southeast Watermain Easement Acquisition 12.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 13.2020 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. Meeting Held Via Telephone/Other Electronic Means Call-in Instructions Call: +1 312 626 6799 US Enter Meeting ID: 846 8090 1555 Press *9 to speak during the Public Comment Sections in the meeting. Video Instructions Click this link: https://us02web.zoom.us/j/84680901555 OR visit www.zoom.us and enter Meeting ID: 846 8090 1555 Participants can utilize the Raise Hand function to be recognized to peak 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 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. STAFF REPORT Agenda Item 4. Council Meeting: August 27, 2020 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the August 13th Council meeting are as follows: • Planning Commission: Dean Jacobs • Parks and Trails Commission: Alicia Hoffmann Financial/Budget: N/A Options: N/A Recommendation N/A Council Action: N/A Attachments: N/A CITY OF CORCORAN City Council Meeting Minutes August 13, 2020 - 7:00 pm The Corcoran City Council met on August 13, 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. Present were Mayor Thomas at City Hall and present via telephonic or other electronic means were Councilor Anderson, Councilor Bottema, Councilor Lother, and Councilor Schultz. Also present were City Administrator Martens and Administrative Services Director Beise. Public Works Director Mattson and Director of Public Safety Gottschalk 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 the addition of item 11c. Charter Commission Update. MOTION: made by Anderson, seconded by Bottema to approve the agenda as modified. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) 4.Commission Representatives Mayor Thomas noted Planning Commissioner Dickman was present through telephonic or other electronic means and Parks and Trails Commissioner Nybo was excused. 5.Open Forum (Public Comment Opportunity) Mayor Thomas invited residents to communicate telephonically during the Open Forum discussion and noted the public comment instructions. 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. Linnae Bosma, 6215 Hackamore Circle, addressed Council regarding updates on the Hackamore Road Project. Mayor Thomas noted Open Forum is an opportunity for residents to provide comments and Council and staff do not normally reply to inquiries within the Open Forum. City Administrator Martens provided a brief update and noted resident may email or call City Administrator Martens with additional questions. Council briefly summarized city interactions to date between Corcoran and Medina regarding the Hackamore Road Project. 6.Presentations/Recognitions a.Employee Recognition – Pete Ekenberg, Five Years Director of Public Safety Gottschalk recognized the work completed by Pete Ekenberg and thanked him for his five years of service to the City. Council commented on civic volunteering Officer Ekenberg contributes to the community and thanked him for his work. 7.Consent Agenda a.Draft Minutes of July 23, 2020 Council Meeting b.Financial Claims c.Donation Resolution for COVID-19 Items d.Test Well Installation – Change Order 1 and Pay Request 2 and Final Council requested items 7c. be pulled for further review. MOTION: made by Bottema, seconded by Schultz to approve the consent agenda consisting of Items 7a., 7b., and 7d., as presented. Agenda Item 7a. 2 Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) Council discussed Item 7c. Donation Resolution for COVID-19 Items and announced contributors within the donation. Mayor Thomas read aloud Resolution 2020-60. MOTION: made by Lother, seconded by Bottema to approve Resolution 2020-60 Recognizing Donations. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, 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 prior to Unfinished Business discussion and noted the public comment instructions. Administrative Services Director Beise explained the process for residents to participate in the meeting. No residents participated in the public comment opportunity. a. Liquor License Fee Review Administrative Services Director Beise presented possible options regarding liquor license renewal fees due to the COVID pandemic and the limitations of patron capacity at establishments. Administrative Services Director Beise indicated past Council discussion included extending out the due date for existing liquor license payment of fees and discussed a reduction of fees. Council inquired if CARES Fund could be used to partially reimburse businesses for lost revenue due to the pandemic. Council and staff discussed reducing the liquor license fees and if the CARES Fund could be used as a supplement for reduction of liquor license fees to businesses. City Administrator Martens noted CARES Funding cannot be used for lost revenue or reduction of fees for liquor license fees and revenue reduction would occur in the 2020 budget. MOTION: made by Schultz, seconded by Bottema to accept staff recommendation to offer a three- month reduction in liquor license fees to license holders in Corcoran. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) 10. New Business (Public Comment Opportunity) Mayor Thomas invited residents to communicate telephonically prior to New Business discussion and noted the public comment instructions. City Administrator Martens noted a separate public comment period related to the body camera policy would open under Item 10a. Administrative Services Director Beise explained the process for residents to participate in the meeting. No residents participated in the public comment opportunity. a. Body Camera Policy Public Hearing and Adoption Director of Public Safety Gottschalk reviewed options regarding the squad and body camera system, past Council discussions, and the system cost and timelines included in the 2020 CIP. Director of Public Safety Gottschalk indicated much of the squad and body camera policy is defined in State Statute, and staff reviewed best practices established in other cities to meet Corcoran’s staffing and structure procedures to reflect State Statute definition. Director of Public Safety Gottschalk discussed the resident input period with electronic posts to city website and social media accounts on August 5 and August 6, respectively with no public comment received. Director of Public Safety Gottschalk noted a decrease in the system cost from $104,500 to $99,260 from WatchGuard. Council discussed extensive conversations between Council and staff and noted for the record the body camera system has been discussed over several months. Council asked for policy clarification of officer-related videos and public information requests. Director of Public Safety Gottschalk indicated with some exceptions, initial video pertaining to cases under investigation are not pub lic information and would not be released during the investigation unless there is a public safety need. Council and staff discussed decision-makers in determining if, and when, an officer-related video would be released to the public. Council and staff discussed body camera and video replacement. 3 Mayor Thomas opened the Public Hearing and invited residents to communicate telephonically during the Public Hearing and noted the public comment instructions. Jeremy Nichols, 6334 Steeple Chase, opined on the cost effectiveness of the body camera system, the protection benefits to officers and clarity of policy. Mr. Nichols stated a concern regarding the continuous recording function buffer on camera and the public access to the continuous recording function buffer. MOTION: made by Bottema, seconded by Lother to close the Public Hearing. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) Director of Public Safety Gottschalk responded to the concern of squad and body camera pre-record data, differences between the two cameras, and noted recording would be managed and treated with same expectations of all camera data. MOTION: made by Anderson, seconded by Schultz to direct staff to finalize portable audio and video recording systems policy as presented, approve the purchase from WatchGuard, and direct staff to implement the new system. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) b. CARES Act Funding Goals City Administrator Martens outlined the federal Coronavirus Aid, Relief, and Economic Security (CARES) Act Funds. City Administrator Martens reviewed utilizing the funds for internal City technology, pandemic staffing needs, and improvements needed to continue to remote work. Council and staff reviewed how the CARES Act may impact the 2020 budget. Council inquired abo ut financial support requests from local businesses. City Administrator Martens indicated the City has not received any financial requests from local businesses. Council asked for expense clarification with CARES Act Funds. Council discussed return of the funds that are not spent, and audit processes going forward regarding the federal CARES Act. City Administrator Martens expanded on consultations with attorneys and auditor for formal opinions as well as guidance to adopt resolutions that affirm criteria is met as layers of protection for CARES Act Fund expenses. c. Unreserved Fund Balance Policy City Administrator Martens reviewed the adoption by Council of core strategies, goals and action steps and noted the unrestricted fund balance policy was an item highlighted for further discussion. Council and staff discussed goal balances and benefits of incremental increases regarding credit ratings. Council discussed incremental tax impacts to residents by increasing the percentage of the unrestricted fund balance. City Administrator Martens noted increasing the unrestricted fund balance reduces the amount that Council and City could spend on other initiatives, as a greater portion is then allotted to the unrestricted fund balance. Council discussed small increments are favo rable with credit reporting agencies, which essentially lowers the City’s borrowing costs. City Administrator Martens clarified the current unrestricted fund balance of 40.7 percent. If goal is to raise credit rating, the minimum unrestricted fund balance goal should be raised. Council discussed maintaining the minimum goal but increasing the growth fund balance and impacts. Council noted largest portion of revenue is from property taxes, and if the City is aggressive with an unrestricted fund balance goal, and the recent pandemic causes some delinquent property tax possibilities, the reserve fund may need to be utilized. City Administrator Martens noted 84 percent of revenue in Corcoran is from property taxes. Council noted increasing the unrestricted balance fund percent for the purpose to increase the City’ bond rating to save money on borrowing, may causes taxes to increase and affects the taxpayer. Council consensus after discussion is to remain at not less then 35 percent of the next years budgeted expenditures in the General Fund. d. Bond Refunding and Call Opportunities City Administrator Martens outlined bond refunding opportunities including reducing the true interest costs for bond refunding. City Administrator Martens reviewed the cost savings in lowering payments with existing bond term and reducing the term of bond by one year. City Administrator Martens also reviewed the differences in the bond call opportunities and the required payments and respective 4 savings of each bond. Council inquired about issuing costs for the bonds. Council and staff discussed term length of bonds, annual savings opportunities with current low interest, growth of city, and how the term issuance was arrived at by past Council. MOTION: made by Bottema, seconded by Schultz to direct staff to proceed with the refunding of Bond Series 2012B and the call of Bond Series 2014A. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) e. 2021 Capital Improvement Plan Purchases Public Works Director Mattson reviewed the 2021 approved capital improvement equipment and current expense savings. Director of Public Safety Gottschalk indicated order delays, and vendors are requesting purchasers to order early. Council inquired about the CARES Act and purchasing vehicles with CARES funds. Director of Public Safety Gottschalk indicated the CARES Act does not cover previously budgeted for items, and the 2020 and 2021 capital plans have already been bonded for. Council noted equipment purchases were discussed at previous Council meetings through needs assessments. Council and staff discussed trail maintenance equipment and the Parks and Trails Dedication Fund, and clarified equipment cannot be allocated from Parks and Trails Dedication Fund, only for creation of future parks and trails in Corcoran. MOTION: made by Anderson, seconded by Lother to approve 2020-2021 CIP purchase order for the Track Excavator, ¾ ton pickup with plow, Trail Maintenance Equipment, and CSO Truck as presented. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) 11. Staff Reports a. Code Enforcement Update City Administrator Martens reviewed the 2020 violations and noted a new date for the compliance plan by Westside Tire has been extended to August 31. City Administrator Martens mentioned Council has also had conversations with the property owner. Council inquired about the code enforcement map enforcement location summary for 2020. b. Pandemic Response Update Director of Public Safety Gottschalk reviewed the current data, the three current models and scenarios projected by the State of Minnesota and COVID statistics. Director of Public Safety Gottschalk indicated cities are being impacted with clusters of COVID within departments. Director of Public Safety Gottschalk indicated the police department is currently short -staffed and may need support from surrounding agencies should COVID-related instances occur. City Administrator Martens reviewed the successful opening of City Hall with the Primary Election, candidate filings, and plans for continued operations for City Hall hours from 9:00 am to 1:00 pm. City Administrator Martens updated Council, per Council directive, on The Stanchion’s outdoor space and shelter. City Administrator Martens noted the September 10 Council meeting will include a CARES Act funding use plan for Council review. Council noted the wonderful support in the community of Election Judges willing to serve for the Primary Election. c. Charter Commission Update City Administrator Martens updated Council on Charter Commission discussion on review of potential wards in the City of Corcoran, will require staff time, and incur City Attorney costs. City Administrator Martens noted no budget exists for the Charter Commission; however, review may be relevant for items brought forth for further discussion. Council addressed reviewing roles of Charter Commission. Council thanked the Charter Commission for their work on the commission. 12. 2020 City Council Schedule City Administrator Martens noted upcoming items on the Council schedule and discussed the date of September 24 for a Council work session to review size and limitations in residential districts. Councilmember Bottema will be absent from the September 10 meeting. Mayor Thomas called a work session meeting on September 24 to review size and limitations in residential districts. Council requested the recreational ordinance item be moved to a later Council meeting date. 5 13. Adjournment MOTION: made by Anderson, seconded by Bottema to adjourn. Voting Aye by Roll Call Vote: Thomas, Anderson, Bottema, Lother, and Schultz (Motion carried 5:0) Meeting adjourned at 8:46 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item 7b. Council Meeting Date: 8/27/2020 FINANCIAL CLAIMS Prepared By: jrotz CHECK RANGE FUND #500 ESCROW CLAIMSAgendaItem: 7b. Paid toAmountProject name 500-20204$2,490.00ELEMENT MATERIALS TECHNOLOGY - GEOTECHNICAL EXPLORATION 500-20430$875.00LANDFORM - Bass Lake Crossing FP, FPUD and DA 17-022 500-20459$34.75LANDFORM - Refuge of Rush Creek FP 18-028 500-20469$69.50LANDFORM - Ravinia 14th FP and FPUD 19-022 500-20202$173.75LANDFORM - Emery Accessory Building CUP 20-026 500-20489$698.75LANDFORM - Paulsen Farms FP 20-027 500-20476$139.00LANDFORM - Kissner PP and FP 20-001 500-20436$69.50LANDFORM - Pulte Bellwether 4th FP and FPUD 20-002 500-20473$173.75LANDFORM - Corcoran Self Storage PUD Amendment 20-009 500-20489$34.75LANDFORM - Paulsen Farm OSP PP 20-011 500-20488$278.00LANDFORM - Sawgrass PUD Concept 20-012 500-20494$439.00LANDFORM - Corcoran Crossroads SP 20-014 500-20332$347.50LANDFORM - Tavera RZ, PUD and PP 20-017 500-20498$328.25LANDFORM - Sign Variance at 9350 CR 19 20-020 500-20482$2,820.50LANDFORM - Nelson Trucking CUP, SP, VAR 20-022 500-20487$3,058.25LANDFORM - Eagle Brook Church PP, SP and CUP 20-023 500-20436$1,629.75LANDFORM - Bellwether 5th FP and Final PUD 20-024 500-20499$1,204.50LANDFORM - Hochstedler CUP 20-025 500-20204$295.00WENCK - APPALOOSA WOODS ENGINEER'S REPORT 500-20480$247.50WENCK - Nelson - Wetland Review (Nelson International Property) 500-20481$144.00WENCK - Landspec Fund 2 Wetland Review (6210 Pioneer Trail) 500-20487$672.00WENCK - Eagle Brook Church #20-013 500-20332$1,194.00WENCK - Lennar - Tavera WCA 500-20335$9,246.07WENCK - LENNAR - ENGINEERING 500-20376$466.58WENCK - PARK PLACE STORAGE 500-20438$613.85WENCK - Bass Lake Crossing M/I Home 17-012 Engineering 500-20423$775.52WENCK - Bass Lake Estates Sketch PUD 17-015 500-20423$768.50WENCK - Cold Storage Crossings 500-20474$232.32WENCK - ComLink Midwest CUP 19-011 500-20497$2,430.00WENCK - Kariniemi PP 20-016 500-20436$9,201.06WENCK - Pulte Encore - PUD Skch 17-029 500-20332$1,606.00WENCK - Wessel Project Offsite Utilities 500-20487$73.50WENCK - Eagle Brook Church #20-013 500-20490$499.50WENCK - Cook Lake - Schommer 500-20488$400.00WENCK - Sawgrass PUD Concept 20-012 500-20491$6,775.50WENCK - Paulsen Farms OSP 500-20332$353.00WENCK - Lennar Tavera Development 500-20482$10,649.78WENCK - Nelson Sketch Plan 19-023 500-20390$18.32WRIGHT HENNEPIN - Ravinia Street Lights 500-20436$22.76WRIGHT HENNEPIN - Pulte Bellwether Street Lights Total 61,549.26 Total Fund #500 = 61,549.26 See attached Payments Detail) ALL OTHER FINANCIAL CLAIMSAgendaItem:7b.$ 245,815.58 $ 307,364.84 Total Checks See attached Check Detail Register) Total of Auto Deductions 93,625.39 TOTAL EXPENDITURES FOR APPROVAL$ 400,990.23 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 8/7/2020USPS - Hamel, MN$ 600.00Postage for water/sewer billing 8/10/2020Zoom.us$ 16.11Remote meeting license 8/13/2020Target - Maple Grove, MN$ 289.67Elections supplies 8/17/2020Fastsigns of Plymouth$ 431.07COVID-19 elections supplies 8/18/2020Hy-Vee - Maple Grove, MN$ 67.11Firearms safety supplies 8/19/2020Ideal Shield$ 432.00PD Supplies 8/7/2020US Bank Equipment Finance$ 317.00Copier Lease 8/7/2020REVTRAK SV9T$ 780.39Credit Card Fees for July 8/11/2020SUN LIFE$ 2,143.08SunLife Life Insurance, STD, and LTD 8/14/2020POSTALIA, TDCPOSTAGE$ 350.00postage meter 8/14/2020ADP Wage Garnishment$ 542.77Garnishment 8/14/2020Payroll Taxes$ 17,890.36payroll taxes 8/14/2020Net Payroll PP17$ 48,835.71Net payroll PP17 8/17/2020State of MN - MSRS$ 2,005.51State of MN healthcare savings plan 8/17/2020State of MN - Roth$ 2,307.71Deferred compensation payment to State of MN 8/17/2020Optum - H S A$ 3,368.73Health savings account 8/17/2020MN PERA, PERA$ 13,248.17Pension plan Total 93,625.39 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\Council Information\\Council Claims\\2020ClaimsWorkbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41410-219Covid-19CoronavirusG100-21709DependentCareFSAWithholdE100-41410-210OperatingSupplies (GENERAL)E100-41400-433DuesandMembershipsE100-41410-210OperatingSupplies (GENERAL)E100-41400-210OperatingSupplies (GENERAL)E100-43100-212MotorFuelsE100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41941-219Covid-19CoronavirusE100-41941-219Covid-19CoronavirusE100-41410-219Covid-19CoronavirusE100-41941-210OperatingSupplies (GENERAL)E100-41410-219Covid-19CoronavirusE100-41410-219Covid-19CoronavirusE100-41410-210OperatingSuppliesGENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSuppliesGENERAL)E 100-41410-219 Covid-19 CoronavirusTotal ADAMS PEST CONTROL, INC.Total AMAZONCAPITALSERVICESTotal AKSTETER, BONNIE/JERRYTotal BEAUDRYOILCOMPANY Total ANDERSONVIRGINIATotal BEISE, JESSICATotal ARNESONKIMTotal ACMETOOLSACMETOOLSBEISE, JESSICABEAUDRYOILCOMPANYARNESONKIMANDERSON VIRGINIAAMAZONCAPITALSERVICESAKSTETER,BONNIE/JERRYADP, LLCADAMSPESTCONTROL, INC.Total ADP, LLC$1,149.95$1,368.60$119.97$324.29$120.00$145.00$170.00$172.50$227.96$194.25$100.25$263.00$108.90$54.00$43.96$69.85$35.10$16.98$36.00$7.36$93778074780818200818200818200818200818201642844TRAINING1TW4-QVW6-1P3V-FYC1-11NFV-N76T-G173R-NTCW-V16L9-T4VK-JT14MF-X7RW-4317083778217677807904SUPPLIESDEPENDENT CARE FSA REIMBURSEELECTION SUPPLIESNOTARY RENEWALELECTION MILEAGEMILEAGEPROPANE - 9100 COUNTY ROAD 19ELECTION JUDGE TRAINING AND 2020PRIMARYELECTION JUDGE TRAINING AND 2020PRIMARYSUPPLIESSUPPLIESSUPPLIESSUPPLIESCOVID-19ELECTIONS SUPPLIESSUPPLIESELECTION JUDGE TRAINING AND 2020 PRIMARYWORKFORCE NOW PAYROLL SOLUTIONS BUNDLEWORKFORCE NOW PAYROLL SOLUTIONS BUNDLEPEST CONTROLSUPPLIESSUPPLIES08/20/201:30PMCITYOFCORCORAN1,543.80$1,829.62$209.97$145.00$170.00$172.50$194.25$363.25$108.90 Page 1 Check Detail Register© August 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41410-210OperatingSupplies (GENERAL)E100-42100-321TelephoneE100-41941-321TelephoneE100-43100-417UniformsE100-43100-210OperatingSupplies (GENERAL)E100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-43100-210OperatingSuppliesGENERAL)E100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-321TelephoneE100-45200-221MaintenanceProjectsE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupplyGENERAL)E100-45200-210OperatingSupplies (GENERAL)E 100-45200-210 Operating Supplies (GENERAL)Total BRYANROCKPRODUCTS TotalBOYERTRUCKSTotal BENSONLINDATotal CENTURYLINKTotal CINTAS - 470BENSONLINDACOMCAST-INTERNETCINTAS - 470CENTURYLINKBRYANROCKPRODUCTSBOYERTRUCKSBIFFSINC.Total BIFFS INC.$189.00$116.94$116.94$116.94$116.94$259.36$438.91$20573$222.50$160.00($29.84)$12.46$95.23$95.22$91.40$35.76$85.14$46.73$24.10$85.14$91.40$72.28$24.10$85.14$91.40$72.28$91.49$24.10$15.74TRAINING0813200813204059179102405917901440591789484058540960405854 092940579226964057922694405537180540553717774055371768405537176640553717384054579898C0806204273881950R81425R81391RW777612W777611ELECTION JUDGE TRAINING AND 2020 PRIMARYPD INTERNETCITY HALL INTERNETUNIFORMSPUBLIC WORKSFLOOR MATS - POLICECITY HALLUNIFORMSPUBLIC WORKSFLOOR MATS - POLICECITY HALLPUBLIC WORKSTOWELSUNIFORMSFLOOR MATS - POLICECITY HALLUNIFORMSPUBLIC WORKSTOWELSCITY HALL - RUGSFLOOR MATS - POLICECITY HALLRED BALL DPARTSPARTSPARTSPORTABLE TOILET - COMMUNITY PARKPORTABLE TOILETS - RAVINIA PARK08/20/201:30PMCITYOFCORCORAN1,358.38$189.00$259.36$438.91$233.93$382. 50 Page 2 Check Detail Register© August 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41951-300ProfessionalSrvs (GENERAL)E100-41410-210OperatingSupplies (GENERAL)G500-20204AppaloosaWoodsFeasibilityE100-42100-210OperatingSupplies (GENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-41941-400Repairs & MaintCont (GENERAL)E100-41941-400Repairs & MaintCont (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300 Professional Srvs (GENERAL)Total ELEMENTMATERIALSTECHNOLOGYTotal COMPUTERINTEGRATIONTECHTotal DEHMERFIREPROTECTIONTotal CUMMINSNPOWERLLCTotal DATAWORKSPLUSLLC Total ECMPUBLISHERSINCTotal COMCAST-INTERNETTotal ENTRIKINDIANETotal DOLS, DAVIDCOMPUTERINTEGRATIONTECHESSBROTHERS & SONSINC.ENTRIKINDIANEELEMENTMATERIALSTECHNOLOGYECM PUBLISHERSINCDVSDOLS, DAVIDDEHMERFIREPROTECTIONDATAWORKSPLUSLLCCUMMINSNPOWERLLCTotal DVS$30,966.89$4,555.00$2,490.00$1,011.11($208.48)$208.75$182.50$335.25$175.00$100.50$193.50$776.00$595.00$69.00$27.71$94.25296165ESP0168609IN789717DETECTIVE C095690956809567297110296856296672296266IT MANAGED SERVICE - MTHELECTION JUDGE TRAINING, ACCURACY TEST, AND GEOTECHNICALEXPLORATION - CITYOFPOLICE BODY CAMERA POLICY1FM5K8AR1JGC77899 TABSELECTION JUDGE TRAINING AND 2020 PRIMARYANNUAL INSPECTIONANNUAL INSPECTIONANNUAL INSPECTIONLIVE SCAN MACHINES & SUPPORTSERVICE ON GENERATORSERVICE ON GENERATORIT MANAGED SERVICE MTHIT MANAGED SERVICE - MTHIT MANAGED SERVICE - MTHIT MANAGED SERVICE - MTH08/20/20 1:30 PMCITYOFCORCORAN30,966.89$6,203.75$2,490.00$190.45$182.50$335.25$175.00$388.25$802.63$27.71 CORCORAN - APPALOOSAWOODSSTREET2020 PRIMARY Page 3 IMPROVEMENTPROJECT Check Detail Register© August 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-233AsphaltMaint/PatchingE100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-42100-301PrisonerE100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE100-41410-210OperatingSupplies (GENERAL)E100-42200-300ProfessionalSrvs (GENERAL)E602-49450-380Utility & Services (GENERAL)E601-49400-380Utility & Services (GENERAL)E601-49400-215 WaterMetersE601-49400-215 WaterMetersE100-41410-210 OperatingSupplies (GENERAL)Total ESSBROTHERS & SONSINC.Total FERGUSONWATERWORKSTotal GOPHERSTATEONECALLTotalHENNCOSHERIFF-MC131 Total GERTENSWHOLESALETotal HANOVER, CITYOFTotal JOHNSONGERALDTotal HEINSJANEVIOLATotal HRDLICKALINDATotal HERWIG, LORITotal FAATZLINDAFAATZLINDAJOHNSON, JOANNJOHNSON GERALDHRDLICKALINDAHERWIG, LORIHENNCOSHERIFF-MC131HEINSJANEVIOLAHANOVER, CITYOFGOPHERSTATEONECALLGERTENSWHOLESALEFERGUSONWATERWORKS$16,132.89$2,860.00$1,403.33$2,384.00$3,666.90$553.65$175.00$185.00$170.00$196.60$206.91$170.00$207.22$207.23$10.00AA6192TRAININGTRAINING1000153185100015313010001530632020 PRIMAR2020-300703090070309352604606190460198A CCURACY TASPHALT MAINTENANCEELECTION JUDGETRAINING AND 2020 PRIMARYELECTION JUDGE TRAINING, ACCURACY TEST, ANDELECTIONJUDGETRAININGAND2020PRIMARYPrisonerFees - Booking / HousingRadioFees - PublicWorksRadioFees / MDC - (Inv. )2020 PRIMARY AND ELECTION TRAINING2020 FIRE PROTECTION - 3RD QTRSERVICESERVICETERRA BLEND W/TACK 50# 4 PALLETSMETERSMETERSPUBLIC ACCURACY TEST08/20/20 1:30 PM CITYOFCORCORAN16,132.89$2,860.00$1,806.84$2,384.00$4,220.55$414.45$175.00$185.00$170.00$170.00$ 10.00 2020 PRIMARY Page 4 Check Detail Register© August 2020 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41410-210OperatingSupplies (GENERAL)G100-21709DependentCareFSAWithholdE100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E416-45200-580OtherEquipmentG500-20499HochstedlerCUP20-025G500-20436PulteEncore - PUDSkch17-029G500-20487EagleBrookChurch #20-013G500-20482NelsonSketchPlan19-023G500-20498MarathonVariance20-020G500-20332LennarWesselFeasibilityG500-20494CorcoranCrossroadsSP20-014G500-20488SawgrassPUDConcept20-012G500-20489PaulsenFarmOSPPP20-011G500-20473CorcoranSelfStorage19-010G500-20436PulteEncore - PUDSkch17-029G500-20476KissnerWetlandWaiver19-015E100-41910-300ProfessionalSrvs (GENERAL)E100-41920-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20489PaulsenFarmOSPPP20-011G500-20202EmeryAccessoryBLDCUP20-026G500-20469Rav11-1318-040, 19-002 & 012G500-20459RefugeofRushCreekFP18-028G500-20430BassLkCrossFP, FPUD, 17-022E100-41410-210OperatingSupplies (GENERAL)E 100-41410-210 Operating Supplies (GENERAL) Total LEUERCATHERINETotal LANOEQUIPMENTTotal JOHNSON, JOANNTotal LINQUIST,ANGIETotal KAISER, LORITotal KAISER, RAYTotal LANDFORMKAISER, LORIMARTENS, BRADLINQUIST, ANGIELEUERCATHERINELANDFORMKAISER, RAY$5,699.00$1,266.20$3,373.00$1,204.50$1,629.75$3,058.25$2,820.50$5,183.00$170.00$172.50$172.50$328.25$347.50$439.00$278.00$173.75$139.00$200.00$698.75$173.75$875.00$175.00$25.00$34.75$69.50$69.50$34.75TRAINING081020TRAININGTRAINING03-772511307513075130751307513075 1307513075130751307513075130751307513075130751307513075130751307503074930748TRAININGTRAININGELECTION JUDGE TRAININGAND2020 PRIMARYDEPENDENTCARE FSAELECTIONJUDGE TRAININGAND 2020 PRIMARYELECTIONJUDGE TRAININGAND 2020 PRIMARYFELLINGFT50-3LP 2021HochstedlerCUP20-025Bellwether5thFPand FinalPUD20-024EagleBrook ChurchPP, SPandCUP20-023Nelson Trucking CUP, SP, VAR20-022Sign Varianceat 9350CR1920-020Tavera RZ, PUDandPP20-017Corcoran CrossroadsSP20-014SawgrassPUD Concept20-012Paulsen FarmOSPPP20-011Pulte Bellwether4thFPand FPUD20-002KissnerPPandFP20-001City MeetingsCode EnforcementCorcoran PlanningPaulsen FarmsFP20-027Emery Accessory BuildingCUP20-026Ravinia14thFPand FPUD19-022RefugeofRushCreekFP18-028Bass Lake Crossing FP, FPUDandDA17-022ELECTION JUDGE TRAININGAND 2020 PRIMARYELECTION JUDGE TRAINING08/20/201:30PMCITYOFCORCORAN23,456.50$3,373.00$170.00$172.50$172.50$175.00$25. 00 Page 5 Check Detail Register© August 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41941-400Repairs & MaintCont (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E601-49400-300ProfessionalSrvs (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E602-49450-310OtherProfessionalServicesE602-49450-312MCESSewageTreatmentE100-42400-300ProfessionalSrvs (GENERAL)E100-41410-219Covid-19CoronavirusE100-41410-219Covid-19CoronavirusE100-41410-219Covid-19CoronavirusE100-41410-219Covid-19CoronavirusE100-43100-381Street/SignalLightsE100-43100-219Covid-19CoronavirusE100-41410-210OperatingSupplies (GENERAL)Total MASSMANGEOTHERMAL & MECHANICATotal METROWESTINSPECTIONSERVICESTotal METROPOLITANCOUNCILENVIROTotal METROPOLITANCOUNCILMCESTotal MINNESOTADEPTOFHEALTHTotal MINNESOTADRIVELINEINCTotal MIDWESTMACHINERYCO.Total MENARDSMAPLEGROVE Total MCTOOL & SAFETYTotal MEDINA, CITYOFTotal MARTENS, BRADTotal MAUEBONNIEMASSMANGEOTHERMAL & MECHANICAMINNESOTADRIVELINEINCMINNESOTADEPTOFHEALTHMIDWESTMACHINERYCO.METROPOLITANCOUNCILMCESMETROPOLITANCOUNCILENVIROMETROWESTINSPECTIONSERVICESMENARDSMAPLEGROVEMEDINA, CITYOFMCTOOL & SAFETYMAUEBONNIE$21,129.45$49,203.00$3,882.84$1,215.00$2,671.96$215.00$164.35$154.66$446.57$189.00$74.23$23.97$15.96$8.5610071311172591270075-3Q22130220820200001112839249869474692276910569080008579CITY HALL SERVICE CALLSUPPLIESWATER SUPPLY SERVICEREPAIR PARTSSAC ACTIVITYMATERIAL TREATMENTFINALIZED INSPECTIONSELECTION COVID SUPPLIESSUPPLIESSUPPLIESSUPPLIESSTREET LIGHTINGNAS 101-FACEMASKELECTION JUDGE TRAINING AND 2020 PRIMARY08/20/201:30PMCITYOFCORCORAN21,129.45$49,203.00$1,266.20$1,215.00$2,671.96$3,882.84$215.00$164.35$203.15$446.57$189.00$74. 23 Page 6 Check Detail Register© August 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-220Repair/MaintSupply (GENERAL)E100-42100-417UniformsE100-42100-417UniformsE100-42100-417UniformsE100-41410-210OperatingSupplies (GENERAL)E100-42100-212MotorFuelsE100-42200-300ProfessionalSrvs (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-43100-222SealCoatingE100-42100-219Covid-19CoronavirusE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupplyGENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-42100-300 Professional Srvs (GENERAL)Total MINNESOTAOCCUPATIONAL HEALTHTotal NAPAAUTOPARTS - CORCORANTotal NORTHSTARCOMPANIESTotal MINNESOTAEQUIPMENT Total PEARSON BROS., INC.Total RADTKE, SHARONTotal ROGERS, CITYOFTotal PROPSONGAILTotalSCHMIDT, TEDMINNESOTAEQUIPMENTSTREICHERSPOLICEEQUIPMENTSTIEG, JANSCHMIDT, TEDROGERS, CITYOFRADTKE, SHARONPROPSONGAILPEARSONBROS., INC.NORTHSTARCOMPANIESNAPAAUTOPARTS - CORCORANMINNESOTA OCCUPATIONALHEALTHTotal STIEG, JAN$11,900.00$30,994.29$178.68$180.96$160.96$202.13$194.25$172.50$350.00($18.00)($32.0 9)$65.16$74.99$12.00$92.77$51.09$35.00P27452I1446122TRAINING3RD QUARTETRAINING5079I-1345304412304007302899302762301130346508SUPPLIESUNIFORMSUNIFORMSUNIFORMSELECTION TRAININGAND PRIMARY ELECTIONFUEL REIMBURSEMENTFIRE PROTECTION - 3RD QUARTERELECTION JUDGE TRAININGAND2020 PRIMARYELECTION JUDGE TRAINING AND2020 PRIMARYPAVEMENT STRIPING AND MARKING - MULTIPRO24GAITERSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESSERVICE08/20/201:30 PM CITYOFCORCORAN11,900.00$30,994.29$272.45$202.13$194.25$172.50$350.00$65.16$12.00$ 35. 00 COMPONENT Page 7 Check Detail Register© August 2020 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-42100-417UniformsG500-20481LandspecFund2WetlandReviewG500-20480NelsonWetlandReviewE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesG500-20204AppaloosaWoodsFeasibilityE100-43170-300ProfessionalSrvs (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-42100-300ProfessionalSrvs (GENERAL)E100-42100-417UniformsE100-41410-210OperatingSupplies (GENERAL)E601-49400-300ProfessionalSrvs (GENERAL)E601-49400-300ProfessionalSrvs (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E100-41941-400Repairs & MaintCont (GENERAL)E100-41410-210 Operating Supplies (GENERAL)Total TRANSUNION RISK & ALTERNATIVETotal STREICHERSPOLICEEQUIPMENTTotal TIDECLEANERS MAPLEGROVE Total THEUPSSTORE #1533Total TADYCHPATRICIATotal TUCKER, GERRYTotal THEISDOROTHYTotal WAWRALILLIANTotal THEBUGLADYTADYCHPATRICIAWENCKASSOCIATES, INC.WAWRALILLIANTUCKER, GERRYTRANSUNIONRISK & ALTERNATIVETIDECLEANERSMAPLEGROVETHEISDOROTHYTHEUPSSTORE #1533THEBUGLADYTEGRETETotal TEGRETE$1,026.00$2,729.75$313.98$144.00$247.50$945.00$407.30$550.40$295.00$170.00$100.00$159.98$175.00$275.00$380.00$202.13$30.95$25.00$10.32I1446438081920081920081920081920081920081920081920081920TRAININGTRAINING3609221-0720JULY2020TRAINING000000055000000000545810091571TRAININGSUPPLIESLandspecFund2WetlandReview (6210PioneerTrail)Nelson - WetlandReview (NelsonInternationalProperty)WCALGUStormWater EngineeringTRANSPORTATION2020SECORCORANTRUNKWATERMAINAPPALOOSAWOODSENGINEER'SREPORTGeneralEngServicesELECTIONJUDGETRAININGAND2020PRIMARY2020ELECTIONTRAININGSERVICEDRYCLEANINGPDUNIFORMSTY6825ELECTIONJUDGETRAININGAND2020PRIMARYWaterSampleTestingWaterSampleTestingPESTCONTROLMONTHLYCITYHALLCLEANINGELECTIONJUDGETRAININGAND2020PRIMARY08/20/201:30PMCITYOFCORCORAN730.89$170.00$100.00$159.98$175.00$275.00$380.00$202.13$41.27$25.00 Page 8 Check Detail Register© August 2020 Check AmtInvoiceComment Unpaid G500-20487EagleBrookChurch #20-013G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncorePUDSkch17-029G500-20436PulteEncore - PUDSkch17-029E100-43100-380Utility & Services (GENERAL)G500-20390RaviniaStreetLightsE100-45200-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-43100-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-42100-380Utility & Services (GENERAL)G500-20482NelsonSketchPlan19-023G500-20332LennarWesselFeasibilityG500-20491PaulsenFarmsOSPG500-20488SawgrassPUDConcept20-012G500-20490CookLake - SchommerG500-20487EagleBrookChurch #20-013G500-20332LennarWesselFeasibilityE425-43100-530ImprovementsOtherThanBldgsE427-43100-530ImprovementsOtherThanBldgsG500-20436PulteEncore - PUDSkch17-029G500-20497KariniemiPP20-016G500-20474ComLinkMidwestCUP19-011G500-20438BassLkCRM/IHomeEngineeringG500-20376ParkPlaceStorageE427-43100-530ImprovementsOtherThanBldgsG500-20335LennarEngPlanReview/ModificE602-49450-234InspectionsE601-49400-234InspectionsE100-42400-303EngineeringFeesE602-49450-234InspectionsE601-49400-234InspectionsE100-42400-303EngineeringFeesE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesG500-20332LennarWesselFeasibilityTotalWRIGHTHENNEPINCOOPELECTTotalWENCKASSOCIATES, INC. WRIGHT HENNEPIN COOP ELECT$10,125.00$10,649.78$1,194.00$6,775.50$1,606.00$1,002.56$9,201.06$2,430.00$9,961.66$9,246.07$672.00$353.00$400.00$499.50$232.32$768.50$775.52$613.85$466.58$129.00$108.94$108.94$175.55$175.55$31.50$15.17$10.62$27.95$82.3973.50$66.00$32.25$32.25$92.00$92.00$0.13$3.03$6.07$6.07$0.12$3.37$5.86$0.38081920081620081620081620081620081620081620081620081620081620081620081620081620081920081920081920081920081920081920081920081 920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920081920EagleBrook Church #20-01363RDAVEN150-1694-9987LARKSPURLN/63RDAVEN150-1694-9986STIEG ROAD150-1694-8544STIEGROAD150-1694-8543102ND PLACE/ 103RD AVENUEWILDFLOWER: 150-1694-4774BASEBALL FIELD: 150-1693-68558200CR116/SIGN: 150-1693-66129525Cain Rd: 150-1689-52308200CtyRd 116: 120-1255-6300CIVIL DEFENSE: 120-1246-8000NelsonSketchPlan19-023LennarTavera DevelopmentPaulsenFarms OSPSawgrassPUDConcept20-012Cook Lake SchommerEagleBrook Church #20-013WesselProjectOffsiteUtilitiesStiegRoadDesignand ConstructionCSAH116andGleasonParkwayTurn LanesPulte Encore - PUDSkch17-029KariniemiPP20-016ComLinkMidwestCUP19-011ColdStorage CrossingsBassLakeEstatesSketchPUD17-015BassLakeCrossingM/IHome17-012 EngineeringPARKPLACE STORAGE66thStreetDesignand ConstructionLENNAR ENGINEERINGBUILDINGPERMIT GRADING INSPECTIONBUILDINGPERMIT GRADING INSPECTIONBASSLAKEASBUILT REVIEWBASSLAKECROSSINGUTILITY CONNECTIONBASSLAKECROSSINGUTILITY CONNECTIONRAVINIAASBUILT REVIEWRAVINIAUTILITY CONNECTIONRAVINIAUTILITY CONNECTIONPULTEUTILITY CONNECTIONPULTEUTILITY CONNECTIONNEWater SupplyLennar - TaveraWCA08/20/201:30PMCITYOFCORCORAN74,435.33$161. 16 Page 9 Check Detail Register© August 2020 Check FundSummaryUnpaidUnpaidUnpaid 10100FarmersStateBank100GENERALFUND602SEWER601WATER500ESCROWHOLDINGFUND427GLEASON/66THPARKWAYEXTENSION425PULTEENCORE/BELLWETHERPROJEC416CAPITAL-EQUIPMENTCERTSE100-43100-381Street/SignalLightsE100-41410-210OperatingSupplies (GENERAL)E 100-41941-219 Covid-19 Coronavirus Total ZEPSALES & SERVICETotal ZUTHER, SHAWNATotal XCELENERGYXCEL ENERGYZUTHER, SHAWNAZEP SALES & SERVICE$127,796.13$34,339.89$53,701.80$18,947.54$61,549.26$10,027.66$1,002.56$87.31$36.00$92.216950307930812209005436798STREET LIGHTING 9525 CAIN ROADELECTION PARKING REIMBURSEMENTAVIATION RTU DISINFECTANT08/20/20 1:30 PMCITYOFCORCORAN87.31$36.00$92.2110100FarmersStateBank$307,364.84 307,364.84 Page 10 Check Detail Register© August 2020 Check AmtInvoiceComment CityofCorcoran ConsultantSummary 8/27/2020 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform08/11/20 23,456.50 Metro West Inspection08/06/20 21,129.45 Rolf Erickson Enterprises Wenck Associates08/19/20 74,435.33 Total$ 119,021.28 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2020ClaimsWorkbook.xls 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: August 19, 2020 for the August 27, 2020 City Council Meeting RE: Hochstedler Conditional Use Permit for the property located at 21925 Oakdale Drive (PID 04-119-23-34-0006) (city file no. 20-025) 60-DAY REVIEW DEADLINE:September 7, 2020 1. Application Request The applicant has requested approval of a conditional use permit to allow a 7,200-sq. ft. detached accessory building with 17 ft. 5 in. sidewalls. A conditional use permit is required to exceed the 3,969 sq. ft. maximum area for accessory structures and to exceed the 13.5-foot maximum sidewall height in the Rural Residential zoning district. 2. Planning Commission Review On August 6, 2020 the application was heard at a duly called Public Hearing before the Planning Commission. There was one public comment from a neighbor of the property who questioned if there would be horses, if they would be fenced and if there would be a pasture. The City requires a pen or corral as well as adequate stabling or sheltering for livestock. Pastures are not required for grazing animals per the City Code. The applicant indicated there would be a pasture and that it would be fenced. Additionally, an email was received from a neighbor who was concerned about the number of buildings on the property. The resident believed that the structure should not be allowed unless existing structures of equal square footage of the proposed structure were removed due to the number of structures already present. The email is attached to this staff report. The Planning Commission voted 5-0 to recommend approval of the CUP. 3. Context Zoning and Land Use The property is in the Rural Residential (RR) District and is guided Rural/Ag Residential on the Future Land Use Map. The property is located outside the Metropolitan Urban Service Area (MUSA). Surrounding Properties The surrounding properties are also zoned Rural Residential and guided Rural/Ag Residential. Agenda Item: 7c. Hochstedler CUP (20-025) 2 August 27, 2020 Natural Characteristics of the Site The Natural Resource Communities Quality Ranking map identifies an upland community in the southeast of the site. The Natural Resources Inventory Map identifies this as Savanna/Pasture. The proposed location of the accessory building is near the center of the parcel and no impact is expected. 4. Analysis of Request A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit. B. Conditional Use Permit The property currently contains one primary structure and six accessory buildings, one of which would be removed for the construction of the proposed building, which total 8,132 sq. ft. The property is 10.2 acres and is permitted nine animal units. The applicant has indicated they intend to use the property for housing 10 horses. This would exceed the allowed number of horses. A parcel with 10.2 acres of land is allowed to have nine horses as each horse is considered one animal unit. The applicant is proposing a 7,200 sq. ft. accessory building with 17 ft. 5 in. sidewalls on 10.2 acres. Section 1030.020, Subd. 4(G) of the Zoning Ordinance allows the landowner to request a CUP to exceed the limitations for building area and sidewall height on an accessory building if the following conditions are met: 1. The proposed use shall be in conformance with all City regulations. Accessory buildings are a permitted use with no limit on the number of buildings, but the conditional use permit is required to allow the size and increased sidewall height of the proposed accessory structure. The property currently has six existing accessory buildings totaling 8,132 sq. ft. in area. The applicant is proposing to remove one 667.4 sq. ft. building and replace it with a new 7,200 sq. ft. building. This would bring the total accessory building area on site to 14,664.58 sq. ft. where 3,969 sq. ft. is allowed. The applicant has not provided any information about how the existing buildings are used. The new structure has been requested to accommodate a lunge pen for horses and storing farm equipment. The Zoning Ordinance does not limit the number of accessory buildings or the total amount of size allowed to be requested by CUP, but the City Council should discuss the need for the large amount of space. The proposed sidewall height is 17 ft. 5 in. and the permitted sidewall height for an accessory building in the rear yard is 13 ft. 6 in. in the RR District. The applicant has not indicated why the sidewall height is needed. The height of the other buildings is not Hochstedler CUP (20-025) 3 August 27, 2020 shown on any of the submitted documents, so the proposed height cannot be evaluated against them. The City Council should discuss the need for increased sidewall height, as the need is not apparent. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands and any recorded easements. A certificate of survey has been provided with necessary information dated June 4, 2020 and additional materials submitted on July 27, 2020 show the location of a future septic. Hennepin County GIS shows a wetland on the south side of the property. Staff is concerned that grading for the proposed building could have impacts on the wetland. A wetland delineation is required with a CUP. Staff has included the delineation or wetland exemption as a condition of approval. 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The proposed building complies with the goals of the Comprehensive Plan. The project continues the rural aspect of the City. B. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The establishment of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort of the community. The increased size of the building will allow for storage of materials that will be shielded from the right-of-way and provide a unified look that is consistent with the RR District. C. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The subject property has very little view from other properties and the building will be largely screened from the road. D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the Hochstedler CUP (20-025) 4 August 27, 2020 district. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The building is further utilizing the parcel and does not conflict with parcels around it. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No public facilities are required. F. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The conditional use conforms to the applicable regulations of the Rural Residential District. G. The conditional use and site conforms to performance standards as specified by this Chapter. Staff has analyzed the performance standards of this Chapter and finds that the building conforms to other standards specified in the Zoning Ordinance. 4. The building materials standards required by this Section have been met. The applicant is requesting approval to allow the building addition to be finished with metal siding and roofing. The applicant has provided a sample of the of the material. Section 1060.050 allows accessory buildings with metal siding and roof if these conditions are met: a. The building meets the standards adopted by the Minnesota State Building Code. b. Metal siding and roofing is treated with a factory applied color coating system against any fading or degradation. A material sample was provided by the applicant. The proposed metal siding and roofing material must be treated with coating that will protect against fading and degradation and the proposed products must meet MN State Building Code standards. Staff has included these as conditions in the approval. Staff recommends approval to allow the metal building materials. 5. The proposed building will be compatible with surrounding land uses. The property is located in the rural portion of the city and there are no visible structures on other lots other than the site location. The proposed building will be largely screened Hochstedler CUP (20-025) 5 August 27, 2020 by other structures on the property. The applicant has indicated that the building is for a lunge pen and storage of equipment. The proposed building is compatible with the existing accessory building and the surrounding land uses. 5. Conclusions Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Zoning Plan and Zoning Ordinance and finds that the standards for a CUP to exceed the allowable accessory building size, sidewall height and standards to allow metal siding and roofing have been met. Any outstanding issues that must be addressed have been included as conditions in the attached draft resolutions. 6. Recommendation Move to approve Resolution 2020-61 approving the conditional use permit for an accessory building. Attachments 1. Resolution 2020-61 approving Conditional Use Permit 2. Site Location Map 3. Engineer’s memo dated July 27, 2020 4. Applicant’s Narrative dated July 1, 2020 5. Site plan received July 9, 2020 6. Building plans received July 9, 2020 7. Public Comment received August 6, 2020 City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-61 Page 1 of 3 Motion By: Seconded By: APPROVAL OF A CONDITIONAL USE PERMIT FOR AN ACCESSORY BUILDING (PID 04- 119-23-34-0006) (CITY FILE NO. 20-025) WHEREAS, Hannah Hochstedler is requesting approval of a conditional use permit to allow for the construction of an accessory building on property legally described as follows: Lot 6, Block 1, SCHMIDS HIDDEN VALLEY WHEREAS, the Planning Commission has reviewed the conditional use permit at a duly called public hearing and recommends approval. 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 conditional use permit approval, subject to the following findings and conditions: 1. Approval is granted to allow for the construction of a new accessory structure as shown on application and plans received by the City on July 9, 2020 and additional information submitted on July 27, 2020 and July 28, 2020, except as amended by this resolution. 2. The applicant shall comply with all conditions in the City Engineer’s memo dated July 29, 2020. 3. A conditional use permit is approved to allow for an accessory building with a total area of 7,200 sq. ft., which brings the total accessory building area to 14,664.58, where the maximum allowable area is 3,969 sq. ft. and sidewalls of 17 ft. 5 in. where 13 ft. 6 in. is allowed, subject to the following findings: a. The proposed building complies with the goals of the Comprehensive Plan. The project continues the rural aspect of the City. b. The establishment of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort of the community. The increased size of the building will allow for storage of materials that will be shielded from the right-of-way and provide a unified look that is consistent with the RR District. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The subject property has very little view of other properties and the building will be largely screened from the road. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-61 Page 2 of 3 district. The building is further utilizing the parcel and does not conflict with parcels around it. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No public facilities are required.. f. The conditional use conforms to the applicable regulations of the Rural Residential District. g. The conditional use and site conforms to performance standards as specified by this Chapter. Staff has analyzed the performance standards of this Chapter and finds that the building conforms to other standards specified in the Zoning Code. 4. A certificate of compliance to allow metal roof and siding on this accessory building addition is also approved as part of the CUP. a. The building materials must comply with Section 1060.050, Subd. 1,B.2 of the Zoning Ordinance. 5. The property cannot be used for boarding or any other commercial purposes. 6. The landowner must comply with the animal regulations in Chapter 81 of the City Code, including fencing requirements, if animals will be brought on site. 7. The property is not allowed to exceed the maximum number of animal units allowed by Chapter 81 of the City Code. Nine animal units are permitted on this site. 8. A building permit is required prior to beginning construction. 9. FURTHER, that the following conditions be met prior to issuance of building permits: a. A wetland delineation or wetland exemption from the Wetland LGU must be approved. b. The applicant/landowner must record the approving resolution at Hennepin County and provide proof of recording to the City. 10. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and the required improvements. City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-61 Page 3 of 3 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 27 th day of August 2020. ___________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director Hennepin County Natural Resources Map Date: 7/30/2020 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 1 inch = 400 feet Legend FEMA Floodplains - 100 Year A AE FLOODPLAIN AH AO AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 0411923340006 Address: 21925 OAKDALE DR, CORCORAN Owner Name: HANNAH JOANN HOCHSTEDLER Acres: 10.02 ¯ Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kendra Lindahl, AICP, City Planner From: Kent Torve, PE (MN) Date: July 29, 2020 Subject: Hochstedler CUP Background The purpose of this memorandum is to provide review comments on the application submitted for the Hochstedler CUP. Grading The plan should be revised and submitted for review. The grading plan shall include: • Existing and proposed contours. • Any grading in drainage and utility easement. Wetlands • If grading extends (fill) into low areas a need for wetland delineation or wetland exemption. Escrow • Erosion control escrow will be required for grading at $1,000. N 00°46'41" W 737.78 N 78°00'13" E 513.28952.0955.8956.3958.4957.9960.1960.4962.7963.9964.9964.6963.4962.8962.2PowerPoleGuyAnchor15"inv=959.9715"inv=959.61961.7962.1962.812"961.416"961.016"961.112"961.417"959.76"959.112"958.129"955.824"955.527"956.212"956.320"956.620"957.030"958.312"958.810"959.98"960.312"960.814"961.012"961.012"961.312"961.317"961.416"961.412"961.215"961.312"961.127"961.121"962.018"962.2GuyAnchorPowerPole962.7962.7963.3963.322"963.212"963.0963.0963.0962.9963.2962.0960.8960.5959.7957.7957.4959.7961.7961.6962.0962.3962.3spur" 20962.6962.9963.3962.0961.3960.1960.7959.6PowerPoleEElec.Meter962.6961.5961.7962.8966.7965.3965.2965.9961.6961.5958.2957.1957.1956.8955.8957.2955.3955.4955.4959.1WWell961.1960.6960.7961.9962.0955.520"955.324"955.418"955.616"956.120"956.118"956.520"957.2956.4957.5957.8957.5957.9957.5961.9961.9962.0962.8958.0960.3961.3958.3959.1957.4957.0955.5953.8951.9952.3954.7955.4959.1957.4V A C A N T O a k d a l e D r i v eWood wall1010960.8Overhead wires9 5 5 953954956 957 961962962963 96396296 3964956957958959 962219.1104.1167.8120'0"120'0"60'0"60'0"60.0PROPOSED BUILDINGShed20.210.2 10.2 20.27.27.26.26.2tw963.2bw962.7tw962.6bw962.1tw962.7bw962.2tw962.7bw962.2tw962.9bw962.4tw963.2bw962.7Concrete walltw958.3bw957.4tw958.3bw957.5ShedResidenceNo.2192515.85.816.732.232.526.4GarageBarnShedShedShed19.440.020.120.164.040.2 40.234.419.410.240.030.240.0 40.0 1.4 82.234.410.220.48.482.230.030.064.0tw959.7bw958.2tw965.9bw960.8tw965.2bw960.8C o n c r e t eConcreteConcrete SiloSHED TO BE REMOVEDG r a v e l S u r f a c e N 00°46'41" W 737.78 N 78°00'13" E 513.28 N 00°21'25" E 835.94S 87°54'53" W 546.46956.3958.4960.4962.7963.9964.9964.0V A C A N T V A C A N TO a k d a l e D r i v e V A C A N T1010 10Overhead wires801010109 5 59539549 5 6 9 5 7 9619 6 2 9629 6 3 9639 6 2 96 3964956957958959 962290.08 290.26 84.3219.1104.1167.8120'0"120'0"60'0"60'0"60.0PROPOSED BUILDINGL=60.34R=1577.48=02°11'29"D R A I N A G E & U T I L I T Y E A S E M E N TSHED TO BE REMOVEDG r a v e l S u r f a c e F:\survey\schmids hidden valley -henn co\6-1\01 Surveying - 89015\01 CAD\01 Source\01 Survey Base.dwgBasis forbearings isassumedSurveyors Certificate000.0x000.0Denotes Wood Hub Set for excavation onlyDenotes Existing ElevationDenotes Proposed ElevationDenotes Surface DrainageDenotes Iron MonumentDenotes Found Iron MonumentDenotes Proposed ContoursDenotes Existing ContoursDrawn BySignedGregory R. Prasch, Minn. Reg. No. 24992Scale: 1" = 60'F.B.No.Project No.I certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly Licensed Land Surveyor underthe laws of the State of MinnesotarevAddress:Legal Description7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.com1115-04Site Plan Survey For:21925 Oakdale DriveCorcoran, MNSurveyed this 4th day of June 2020. JEFF HOCHSTEDLER Lot 6, Block 1, SCHMIDS HIDDENVALLEYHennepin County, MinnesotaProperty located in Section4, Township 119, Range 23,Hennepin County, Minnesota89015Detail Scale1" = 30'Note: The only shown are those from plat of record or provided by client. From:TJ Hofer To:TJ Hofer Subject:RE: 21925 Oakdale Dr Accessory Building Date:Wednesday, August 12, 2020 9:38:21 AM From: Sergei Kay <sergei@acrmn.com> Sent: Thursday, August 06, 2020 5:26 PM To: Michael Pritchard <MPritchard@ci.corcoran.mn.us> Subject: 21925 Oakdale Dr Accessory Building Michael, I am a property owner at 21985 Oakdale Dr. I have received a letter informing that there will be a planning commission meeting in regards to an over-sized accessory building on the property. I would like to note that the property in question has 6 accessory buildings not fully in use on the property already, i do not agree that a new building should be built without the removal of at least one of the current accessory buildings of same size or multiple buildings equaling the size of the new building. Please note my concern in this matter. Would you also please provide the plans of the building size please. I apologize for not reaching out sooner. Thank you for your attention to this matter. Sergei Krasnopivtsev 21985 Oakdlale Dr Corcoran MN 55374 Cell: 612-483-1728 STAFF REPORT Agenda Item 7d. Council Meeting: August 27, 2020 Prepared By: Jessica Beise Topic: 2020 Fee Schedule Amendment Action Required: Approval Summary: Attached to this report is an amended 2020 Fee Schedule recommended for adoption. The amendments include the following: • Updated park dedication fees The Park Dedication Ordinance was updated in June to reflect these changes however, the fees were not reflected in the latest fee schedule update. Financial/Budget: Minor costs are incurred for publishing the ordinance updates and are budgeted for. Options: 1. Approve Ordinance 2020-412 Amending 2020 Fee Schedule 2. Decline the amendment Recommendation: Approve Ordinance 2020-412 Amending 2020 Fee Schedule Council Action: Consider a motion to approve Ordinance 2020-412 Amending 2020 Fee Schedule Attachments: 1. Ordinance 2020-412 Amending 2020 Fee Schedule City of Corcoran December 19, 2011 City of Corcoran June 11, 2020 County of Hennepin State of Minnesota ORDINANCE NO. – 2020-412 Motion By: Seconded By: AN ORDINANCE AMENDING 2020 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. Amendment of 2020 Fee Schedule. The fees to be charged by the City of Corcoran for 2020 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 27th day of August, 2020 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Anderson, Tom Anderson, Tom Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Schultz, Alan Schultz, Alan _______________________________ Ron Thomas, Mayor ATTEST: _______________________________________ City Seal Jessica Beise, Administrative Services Director CITY OF CORCORAN Draft 2020 FEE SCHEDULE FEE ADMINISTRATIVE FEE SCHEDULE Records & Service for City Document (Includes Tax) Assessment Search from County 25.00 USB Flash Drive 10.00 Interest charge on 30 day past due Escrow accounts 10% Notary Fee - per document 1.00 Candidate Filing Fee 10.00 Code Books Code Book (Codes/Zoning/Subd) Binder 65.00 Municipal Code Only 35.00 Subdivision Code Only 35.00 Zoning Code Only 35.00 Comprehensive Plan Book Printed - special order 100.00 Copies Copies black/white - up to 8 1/2x14 per page 0.25 Copies black/white - 11 x 17 per page 0.55 Copies Color up to 8 1/2x14 pp 1.00 Copies Color 11x17 1.50 Copies Oversize (Larger than 11X17) - Special Order Varies Labor/Staff Research Data Request Retrieval Cost per hour Salary of the lowest- paid entity employee who can complete the task Normal Business Hrs (1 hr minimum) per hour 65.00 After Hours (1 hr minimum) per hour 100.00 Late Fees / Penalties /Processing Fees Returned Check Fee 38.00 Delinquent Fee 10.00 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 Color Maps - on cardstock 3.00 Oversized or Laminated - special order Varies Topos - special order Varies Recycling Fee Recycling Fee - Annually 39.59 Recycling Delinquent Fee 10.00 Recycling Provider Late Fee 1.5% per month City Park - Picnic Facility Rental Fee 100.00 Damage Deposit 350.00 Soccer/Football/Baseball - per field (6 hour usage)30.00 Lights (Lions field only) - Additional per game 30.00 Tennis Courts - All courts 4 hour usage 30.00 Fields/Tennis Courts Damage Deposit (per season, all groups)350.00 Photography Rental - Community Garden (3 hour maximum)25.00 CITY OF CORCORAN Draft 2020 FEE SCHEDULE FEE Engraved Memorial Bricks (tax included) 4 x 8 Engraved Brick 50.00 12 x 12 Engraved Brick 100.00 Engraved Stone (Large)135.00 Engraved Stone (X-Large)175.00 48" Maintenance Free Bench Varies* Concrete Bench - 22 Characters Varies* Granite Bench Varies* *Product and prices subject to change with vendors Administrative Fees - Rentals Mutiple Date Change Fee (1 Date Change Per Year Free)10.00 Licenses & Miscellaneous Permits Liquor/Tobacco/Lawful Gambling License/Permit Temporary 3.2 Malt Liquor License - 1 - 4 Day Event 25.00 Temporary Malt Liquor License - 1 - 4 Day Event 25.00 Temporary 3.2 Malt Liquor License - Annual Max 100.00 On Sale 3.2 Malt Liquor 100.00 Off Sale 3.2 Malt Liquor 25.00 Investigation (New/Transfer License)100.00 On Sale Intoxicating Liquor 4,000.00 On Sale Wine 2,000.00 Off Sale Intoxicating Liquor (Fee limited by State Law)150.00 Sunday Sale Intoxicating Liquor (Fee limited by State Law)200.00 Investigation Fee (New/Transfer License)300.00 2:00 am Closing Paid to State Tobacco License 150.00 Fireworks Permit-Per Event 50.00 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 Valid for 1 month 10.00 Valid for 6 months 50.00 Driveway Permit Driveway Permit 100.00 Grading & Land Reclamation Permit Under 300 Cubic Yards 35.00 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 Commercial Tow Truck 750.00 Daily Permit - Non Exempt Emergency 100.00 Seasonal - Emergency (Septic, Liquid Propane & Similar)N/C Resident - To and From (5 ton maximum)N/C Seasonal - Home Delivery 250.00 No Permit - Double Fee Maximum $300.00 All Charges are Per Truck - Permits are Restricted CITY OF CORCORAN Draft 2020 FEE SCHEDULE FEE Sign Permit No Planning Commission Review - Temporary 25.00 No Planning Commission Review - Permanent 150.00 Utility Permit Utility Work in the Right-of-Way - IE:Comcast, Century Link, CenterPoint Energy, Wright-Hennepin, etc 100.00 Public Safety Police Reports Police Reports - Per Page 0.25 Audio/Video on USB Flash Drive 10.00 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 Non-Resident - Child 10.00 Resident - Adult N/C Non-Resident - Adult 15.00 Additional Cards - Resident N/C Additional Cards - Non-Resident 5.00 False Alarm Fire Emergency 2-3 In any 12-month period ( Each)75.00 4+ In any 12-month period (Each)150.00 False Alarm Police 1-3 In any 12-month period N/C 4+ In any 12-month period 100.00 Firearm & Hunting Permits Shooting Range Review 20.00 Goose Lake Hunting Permit 10.00 Permit to Purchase/Transfer N/C Rental Fee Range contract per day (law enforcement agencies only)50.00 Command Post per day 50.00 Vehicle Impound Vehicle Impound Release 10.00 Storage Fee Weekly 75.00 Animal Impound 1st Offense (Plus impound fees to shelter)50.00 2nd and Subsequent Offenses (Plus impound fees to shelter)150.00 No Kennel License 50.00 Event Security Rates Officer - per hour 90.00 CITY OF CORCORAN Draft 2020 FEE SCHEDULE FEE Officer - per hour Holiday rate 115.00 Reserve Officer - per hour 30.00 *Fee Set By State / **Restricted 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 Equipment Usage Per Hour (Government Agency Assistance) Tractor/Backhoe 50.00 Dump Truck 65.00 Front End Wheel Loader 40.00 Road Grader 80.00 Skid Loader 40.00 Wood Chipper 40.00 Labor Per Hour 65.00 Lawn Mowing - Property Cleanup Mowing 1 acre & under 315.00 Mowing over 1 acre - $315 + additional hourly rate 85.00 Contract tree and weed removal Cost + 65.00 Contract rubbish removal Cost + 65.00 Swing Away Mail Box Arms (Sales Tax included) Post only (mailbox not included)65.00 Post and Installation (mailbox not included)150.00 Street Department Fees Street Sign Install Labor (Per hour)75.00 Dust Control Assessment Established Annually Dust Control (Voluntary) 300' min.Established Annually Dust Control Delinquent Fee 10.00 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) CITY OF CORCORAN Draft 2020 FEE SCHEDULE FEE 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 Agriculture Preserve Application - Placement (fee limited by state) 50.00 0.00 Agriculture Preserve Application - Removal (fee limited by state) 50.00 0.00 Administrative Permit 100.00 1,000.00 Minor Subdivision, Lot Line Adjustment/Consolidation 100.00 1,500.00 Certificate of Compliance 80.00 0.00 Comprehensive Plan Amendment 1,000.00 2,200.00 Conditional Use Permit (CUP)550.00 2,200.00 Conditional Use Permit (CUP) Amendment 200.00 1,000.00 Environmental Review 500.00 5,000.00 Interim Use Permit 500.00 2,000.00 Final Plat – Base Fee Regular / OSP 575.00 5,000.00 Final Plat – Per Lot Regular /OSP 50.00 0.00 Residential Park Dedication Fees (Subdivision Ordinance) Section 955 Single Family Unit 4,628.00 0.00 Multi Family Unit 3,141.00 0.00 Commerical and Industrial Unit 4,498.00 0.00 Preliminary Plat – Base Regular /OSP 600.00 5,000.00 Preliminary Plat – Per Lot Regular / OSP 50.00 0.00 PUD -Preliminary Development Plan 575.00 5,000.00 PUD - Final Development Plan 500.00 5,000.00 PUD - Sketch Plat/Plan Review 450.00 2,000.00 Rezoning 575.00 2,000.00 Sign - Wetland Buffer Sign (per sign - requires site inspection)20.00 0.00 Sign - Development Notice Sign $165.00 first sign/ $50.00 each additional 165.00 0.00 Site Plan 425.00 1,500.00 Site Plan Amendment - Minor 200.00 1,000.00 Sketch Plat/Plan Review - Regular / OSP 450.00 1,750.00 Topography Exemption, Wetland Waiver, Electronic File Waiver 200.00 1,000.00 Vacation 350.00 1,000.00 Variance 550.00 2,000.00 Zoning/Subdivision Code Amendment 700.00 2,000.00 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 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: FROM: DATE: RE: Corcoran City Council T.J. Hofer through Kendra Lindahl, Landform August 19, 2020 for the August 27, 2020 City Council Meeting Final Plat for “Paulsen Farms” (PID 09-119-23-34-0001) (City File 20-027) 60-Day Review Ends:September 24, 2020 1.Application Request Craig Scherber, on behalf of DS Management Group LLC., has submitted a request for approval of a Final Plat for “Paulsen Farms” to allow twenty new lots and four outlots from an existing 88.46-acre parcel. The plat is an Open Space and Preservation plat and has 47.52 acres of open space. The new lots will be developed as single-family homes. 2. Background The City Council approved a Preliminary Plat on May 28, 2020. The approvals were subject to several conditions. The developer has been working to address those conditions. 3.Analysis of Request A.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. B.Consistency with Ordinance Standards 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 August 12, 2020. The applicant is still working to address comments from the City Engineer’s report from the previous approvals. Staff has included a condition that these responses be addressed before the final plat is released for recording. The applicant submitted a homeowners’ association documents. Staff is working with the City Attorney to review the documents to ensure compliance with ordinance requirements. We will provide feedback to the developer to finalize these documents prior to release of the final plat. Agenda Item: 8a. Paulsen Farms Final Plat (20-027) 2 August 27, 2020 A preservation, restoration and management plan has been submitted and the documents are currently beginning reviewed by staff and the City Attorney. The applicant will continue to work with city staff to develop an acceptable plan. Parks, Trails and Open Space Under the current ordinance, park dedication is only taken for newly created lots. The development will create 20 new lots and four new outlots. The Comprehensive Plan shows an existing on-road trail on County Road 30 and shows a that the Athletic Search Area (ASA) Community Park on the south side of the property. The development is proceeding as an Open Space and Preservation plat and has met the standards outlined in Section 940. The applicant has proposed 47.52 acres of open space area. Outlots A, C and D will be placed under a permanent conservation easement which will dedicate a total of 12.61 acres as open space. Outlot B (34.91 acres) will be placed under a temporary conservation easement until it is to be developed in the future. The applicant is also proposing a trail easement to access the open space area in Outlot B. The trail will be located between Lots 2 and 3, Block 2 and totals 0.15 acres. The trail is a private amenity and does not count towards park dedication requirements, but a trail easement must be provided and must be recorded with the final plat The development is guided for Rural/Ag Residential and is developing at less than three units per acres, so the land dedication requirement would be 1.63 acres (40.94 acres * 4%=1.63 acres). For residential developments, the cash in lieu of land fee has been calculated based on the per capita share of park system costs at $4,628.00 per single-family unit (20 x $4,628.00 = $92,560.00). Park dedication is due at the time of the release of the final plat for recording. Park dedication for future phases will be subject to the park dedication requirements in place at the time of final plat. Wetlands The site plan includes a private wood chip trail that runs between two lots and into Outlot B. This is one of the benefits of the OS&P plat. This trail does not meet setback requirements from wetland buffers. Staff has included this as a condition in the resolution. The site plan shows wetland buffer monuments, however, additional monuments are required along rights-of-way and within Outlot B. Staff has included this as a condition of approval. Wetland buffers are shown around all wetlands. The applicant has submitted an Open Space Area Management Plan that shows MNDOT seed mix 35-241. This is seed mix does not meet the requirements for wetland buffer vegetation outlined in Section 1050.010, Subd. 8(C) of the Zoning Ordinance. Staff has included a condition in the resolution that the plan be revised to use a seed mix that complies with the Zoning Ordinance. Paulsen Farms Final Plat (20-027) 3 August 27, 2020 Open Space & Preservation Plat The project is being platted using the Open Space and Preservation (OS&P) standards outlined in Section 940 of the Subdivision Ordinance. The OS&P standards require a 100 ft. buffer zone from the perimeter of the developed area of the site abutting public streets. The plan shows compliance with this requirement. Wetland #4 is within the 100 ft. buffer. When the seed mix is updated for the rest of the wetland buffers, the area around Wetland #4 will need to be in compliance with both the Section 1050 requirements for wetland buffer plantings and the Section 940 requirements for buffer plantings. The applicant has submitted an Open Space Area Management Plan that shows seed mixture that no longer exists, MNDOT #250, being used in mow and maintain areas. MNDOT #250 is now known as 25-141. MNDOT seed mix 25-141 is not a native grass mix. The OS&P standards do not require native prairie seed mixes, but state that residential lots should be designed to achieve a number of objectives, one of which is to landscape common areas and street rights-of-way with native vegetation with high wildlife conservation value. MNDOT seed mix 25-141 cannot be used in the 100 ft. buffer from the perimeter of the development. Staff has included a condition that the Open Space Area Management Plan be updated. The Open Space Area Management Plan states the mow and maintain area will be maintained for five years to ensure proper growth. Section 940.060, Subd. 1 C(5) requires a homeowners’ association agreement to provide standards for open spaces, buildings and facilities. All land that is part of the common open space will need to be maintained in perpetuity. Staff will continue to work with the applicant to ensure the association agreements are in compliance with the ordinance standards. The Open Space Area Management Plan shows a “Wildflower Area Midwest Wildflower Mixture.” This description does not provided enough information for staff to properly evaluate the seed mix that will be used. The area designated on the plan is also unclear. Staff has included a condition that the plan be revised to include these details. No details have been provided for multiple areas of the open space regarding seeding rate and process. Staff has included a condition to revise the plans to include this information. As part of the OS&P Plat, an ownership entity must be created in order to manage common areas. The applicant has chosen to create a homeowners’ association (HOA). Bylaws for a HOA have been submitted by the applicant and have been reviewed by city staff and the City Attorney. Section 940.060 Subd. 1 C sets the standards for the HOA. These standards include: 5. The agreement shall provide standards for scheduled maintenance of open spaces, buildings and facilities. The association must be responsible for liability insurance and local taxes, 6. The agreement shall provide a plan guaranteeing continuing maintenance of open spaces that shall be submitted to the city council as part of the data requirements for an open space development. Paulsen Farms Final Plat (20-027) 4 August 27, 2020 7. The agreement shall include a mechanism to assess and enforce the common expenses for the land or facilities, including upkeep and maintenance expenses, real estate taxes and insurance premiums. The level of detail at which the applicant has indicated how the open areas in the OS&P plat will be managed, maintained or how they will be funded has not been addressed completely as required by Section 940.060 Subd. 1 C. Staff has included a condition that the applicant continue to work with city staff and the City Attorney to develop an acceptable plan. Final Plat The applicant is requesting approval of a final plat to create twenty new lots with access from a new public street. The final plat is generally consistent with the approved preliminary plat. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. The staff report noted the outstanding issues that must be addressed and we have included conditions in the attached resolution to address these issues. 4.Recommendation Move to adopt Resolution 2020-62 approving the Final Plat. Attachments a.Resolution 2020-62 approving the Final Plat b.Development Contract for Paulsen Farms c.Location Map d.Engineer’s Memo dated August 12, 2020 e.Applicant’s Narrative received August 3, 2020 f.Site Plan received August 3, 2020 g.Final Plat received August 3, 2020 h.Conservation Easements received August 3, 2020 i.Trail Easement received August 12, 2020 City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-62 Page 1 of 4 Motion By: Seconded By: A RESOLUTION TO APPROVE A FINAL PLAT FOR “PAULSEN FARMS” (PID 09-119-23- 34-0001) (CITY FILE 20-027) WHEREAS, Craig Scherber, on behalf of DS Management Group LLC., has requested approval of a final plat to allow for the subdivision of the property legally described as: See Attachment A WHEREAS, the Planning Commission reviewed the submitted preliminary plat at a duly called Public Hearing, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a final plat subject to the following findings and conditions; 1. A final plat is approved, in accordance with the plans received by the City on July 14, 2020, and the additional information received on July 31, 2020, August 3, 2020, and August 11, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the development contract. 3. The development contract must be executed by the developer and the City and must be filed with the final plat. 4. The area ghost platted within Outlot B, shall be placed in a conservation easement until municipal sewer and water are available to serve the site. At such time, the open space may be developed in accordance with the regulations in place at that time, subject to development standards with urban densities. 5. Any development signage must comply with the standards in Chapter 84 of the City Code. 6. Prior to release of the final plat for recording: a. The applicant shall comply with all conditions in the City Engineer’s memo dated August 12, 2020. b. The applicant must comply with all conditions of Preliminary Plat approval (Resolution 2020-38). c. Park dedication shall be cash-in-lieu of land for twenty single-family home lots. The total park dedication amount shall be $92,560.00 (20 x $4,628.00). d. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-62 Page 2 of 4 architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. e. The applicant must revise the plans to: i. Relocate trails to meet the five-foot setback from wetland buffers. ii. Add additional wetland buffer signs on Wetland #9, #10, #10A, #13 and #15 as required by Section 1050.010 of the Zoning Ordinance. The revised plan must be submitted for City review and approval. f. The applicant must provide a revised Open Space Area Management Plan that shows the following: i. Wetland buffers must be shown to be planted with a seed mix that meets the standards outlined in Section 1050.010 Subd. 8(C) of the Zoning Ordinance for vegetated buffer areas. ii. Update to use the current seed mix names from MNDOT. iii. The OS&P requires a see mix of native grasses, shrubs and trees. The plans must clearly show MNDOT seed mix 25-141 not planted in the 100- ft. buffer from the perimeter of the site to meet the standards of Section 940.050, Subd. 1 D(7) of the Subdivision Ordinance. iv. Update the plan to include more information on what will be planted in the “Wildflower Area” and show where the area is. v. Update the plan to include seed mix, seeding rates and seed protection methods. vi. A plan of action must be provided to show how the Open Space Area Management plan will be executed. This plan must be approved by the City Attorney and City Staff. vii. The Open Space Area Management Plan must be reviewed and approved by City Staff with the open space standards in Section 940.060 Subd. 1.C. g. The following documents must be approved by the City Attorney and recorded at Hennepin County: i. Conservation Easement for Outlots A, C and D ii. Conservation Easement for Outlot B iii. Trail Easement iv. Declaration v. Bylaws of Paulsen Farms Homeowners Association vi. Articles of Incorporation of Paulsen Farms Homeowners Association vii. Open space preservation, restoration and management plan viii. Stormwater maintenance agreement 7. Prior to issuance of building permits: a. Wetland signs must be purchased from the City and installed. The surveyor must certify the installation. City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-62 Page 3 of 4 b. Wetland buffer monument signs must be purchased from the City and installed by the applicant in accordance with the standards in Section 1050.010. The surveyor must certify the installation. c. Record the approving resolutions, mylar, easements and all related documents at Hennepin County and provide proof of recording to the City. d. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. e. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 8. Prior to release of escrow: a. Lot monuments shall be installed as required by the Subdivision Ordinance. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 27th day of August 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-62 Page 4 of 4 ATTACHMENT A The Southeast Quarter of the Southwest Quarter and the North Half of the Southwest Quarter of Section 9, Township 119, Range 23, Hennepin County, Minnesota EXCEPT: The North 323.40 feet of the East 300.00 feet of said North Half of the Southwest Quarter. ALSO EXCEPT: The North 907.23 feet of the Northwest Quarter of said Southwest Quarter. (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) PAULSEN FARMS CONTRACT dated ____________________, 2020, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and DS Management Group LLC. (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Paulsen Farms (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentences have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges - 2 – for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated 8/3/2020 Plan B – Final Grading Plan, dated 8/3/2020 Plan C – Final Erosion Control Plan, dated 8/3/2020 Plan D – Final Tree Preservation and Reforestation Plan, dated 8/3/2020 Plan E – Plans and Specifications for Public Improvements, dated 8/3/2020 Plan F – Final Street Lighting Plan, dated 8/3/2020 Plan G – Final Landscape Plan, dated 8/3/2020 Plan H – Open Space Management Plan, dated 8/3/2020 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • 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 The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards - 3 – as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. OFF-SITE PUBLIC IMPROVMENTS. The City intends to make improvements to County Road 30 at the intersection of the new Juniper Lane. The public improvements will be designed in partnership with the City and Hennepin County. The developer also agrees to fund off-site improvements as noted in this agreement. The City shall design, bid and manage the project and the developer shall pay for the following improvement, which shall be paid at the time the final plat is released for recording unless otherwise noted: A. The developer shall provide a financial guarantee to the City for the cost of the County Road 30 intersection improvements (estimated at $500,000). The development contract will include $450,000 in the letter of credit and a cash escrow of $50,000. B. When the City bids the project, the City will reduce the letter of credit by $450,000 and require the developer to provide cash escrow based on the final bid amount. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost vs the actual cost of each improvement. 10. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. - 4 – 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • Hennepin County for Septic System Permits and/or Abandonment • City of Corcoran for Building Permits and Building Demolition • Watershed Permits 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2021, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets until 80% of the homes have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via County Road 30. No construction traffic is permitted on other adjacent local streets. 15. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B" and “C”. The plan shall conform to City of Corcoran Engineering Design Standards. 16. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan C, 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. 17. 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. - 5 – 18. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: a. Contractor’s Certificate b. Engineer’s Certificate c. Land Surveyor’s Certificate 19. PARK DEDICATION. Prior to release of the final plat, the Developer shall satisfy the full amount of the park dedication requirements by a cash contribution of $92,560.00 (20 lots x $4,628). The charge will be calculated in accordance with Section 955 of the City’s Subdivision Ordinance. 20. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except one model home on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. 21. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 22. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 23. RESPONSIBILITY FOR COSTS. - 6 – A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. 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 plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 24. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals (Resolution 2020-38) and Final Plat approval (Resolution 2020-62). B. Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City C. The Developer shall post a $2,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 20 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. - 7 – D. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. E. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. F. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. 25. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. 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. B. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. C. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non-contributory as to any policy maintained by the City. D. Third parties shall have no recourse against the City under this Contract. E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. - 8 – G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. H. 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 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. I. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 26. 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 contract 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. 27. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. - 9 – C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $1,596,621.96, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the city engineer may reduce the letter of credit to the amount reasonably estimated by the City engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the city attorney and the city engineer has been provided by the developer or its subcontractor. The amount of the security was calculated as follows: - 10 – ESTIMATED COSTS City Project Developer ITEM No._______(1) Installed (2) Private (3) Total Street Construction* $450,000.00 $473,350.00 $923,350.00 Sanitary Sewer System $0 Watermain System $0 Storm Sewer System $306,067.00 $306,067.00 Boulevard and Drainage Swale Sod $0 $0 Pond Construction $0 $0 Rain Garden $0 $0 Street and Traffic Control Signs $1,700.00 $1,700.00 Sidewalk Improvements $0 Trail Improvements $0 $8,100.00 $8,100.00 Landscaping $74,750.00 $74,750.00 Street Lighting $0 Site Grading & Drainage Imp.** $179,300.00 $165,080.00 Setting Iron Monuments $2,000.00 $2,000.00 Tree Preservation and Reforestation $14,220.00 $14,220.00 Wetland Buffer Monuments $2,200.00 $2,200.00 SUB-TOTAL: $450,000.00 $1,053,587.00 $8,100.00 $1,511,687.00 Design, Admin, Insp, As-Builts (8%) $84,286.96 $648.00 $84,934.96 Total: $450,000.00 $1,137,873.96 $8,748.00 $1,596,621.96 Total Project Cost $1,596,621.96 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 29. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank 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 contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) - 11 – iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Engineering Escrow $ 50,000.00 Park Dedication $ 92,560.00 County Road 30 Turn Lane Improvements Design Escrow $ 50,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 192,560.00 31. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. 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 by 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 HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as PAULSEN FARMS The Southeast Quarter of the Southwest Quarter and the North Half of the Southwest Quarter of Section 9, Township 119, Range 23, Hennepin County, Minnesota EXCEPT: The North 323.40 feet of the East 300.00 feet of said North Half of the Southwest Quarter. ALSO EXCEPT: The North 907.23 feet of the Northwest Quarter of said Southwest Quarter. He nn e pin Co u n ty Na tur al Resources Map Da te : 4/2 9/2020 Co mm ents: Th is data (i) is furnished 'AS IS' with no representation as to co mp le te ness or accu r acy; (ii) is furnished with no wa rra nty of a ny kin d; an d (iii) is n otsuitable for leg al, eng ine erin g or surveying p urposes. Hennepin County shall n ot be liable for a ny d amage, injury or loss re sulting from this data. CO PYRIGHT © HENNEP IN COUNTY 2020 1 inch = 1 ,6 00 feet Le ge nd FEM A Floodp lai ns - 100 Ye ar A AE FL OODPLAIN AH AO AE FL OODW AY We tlands Poten tial Wetland - HCW I Pr obab le We tland - HCW I Pr obab le We tland - NW I PID: 0 911 9233 4000 1 Add re s s: 5 2 AD D RE SS UNASSIGNED, C OR C ORAN O wne r N am e: D S M ANAGEM ENTGROUP L L C Acr es: 88 .46 ¯ Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, P.E., Public Works Director From: Kent Torve, P.E., City Engineer Date: August 12, 2020 Subject: Plan Review - Paulsen Farms Plan Review #3 DS Management Group has submitted plans for the Paulsen Farms for City of Corcoran review. Plans dated March 16th, 2020 have been revised July 17th, 2020. The following comments are regarding the plans submitted and should be considered and addressed. Please provide written responses to the comments. Format Items shown as XXXXXXX have been addressed, remaining comments are shown in red. Highlighted items are additional notes for revisions. 0.0 General 0.1 Each lot will have an individual grading plan with septic sites confirmed, and elevations for main floor (or garage floor) and low openings shown prior to final plat approval. This increases clarity for building permits on individual lots. Revise grading plans with updated HWLs. 0.2 Basin #1 does not appear to have the hydraulic grade the intended filtration function. City will review WMO comments and further advise. 1.0 Streets 1.1 South end to be hammerhead instead of cul de sac. 1.2 Install curb at south end of Road 1 to prevent runoff onto adjacent undeveloped property. 1.3 Recommended 2% minimum grade on all streets. 1.4 Rain guardians proposed at STA 1+05, however street should be routed to Basin #1 for treatment and Basin #1 will have modifications as noted previously. 2.0 Stormwater and Wetlands General 2.1 Label NWLs/HWLs for wetlands. 2.2 Match details to plans, currently several are in conflict. 2.3 Identify methods to protect any tile during construction. 2.4 Review pipe cover from stormsewer D3 to D2, some areas appear to only have 1’. 2.5 Identify location, dimensions and elevation of EOFs in the grading plan. Ponds 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20027 - Paulsen Farms FP\2020-08-12 Paulsen Farms_Plan review_2020_0812.docx 2.6 Basin #1 – City Prefers filtration shelf on wet ponds for maintenance. 2.6.1 Forebay required of 10% of the 1-inch event volume 2.6.1.1 Earthen constructed forebay to be constructed. Plans appear to show a riprap dike which would not be acceptable. 2.6.1.2 Forebay to be 3’ deep with riprap. 2.6.2 Basin surface elevation likely needs to be raised since adjacent Wetland #4 has similar elevation and therefore basin would remain wet. 2.6.3 Include underdrain and outlet control structure in storm sewer plans. 2.6.3.1 Provide calculations to show draintile will have inlet capacity to support sand filtration basin. 2.6.4 Proposed top of berm is 0.9’ higher than proposed HWL. Recommend 2.6.4.1 Previous plan correction has been reversed with this submittal, now the top of berm is 0.7’ above HWL. Top of berm must be a minimum of 1.0’ above HWL. 2.6.5 Proposed HWL of 986.4 is within 0.7’ of Lot 20 proposed WO elevation of 987.1. 2.6.6 Basin #1 to be installed outside of wetland buffer 2.7 Pond #2 2.7.1 Inlet and outlet configuration may result in short circuiting. 2.7.2 Provide cross-section for pond and filter bench. Specify filter media thickness and material type. 2.7.3 Include underdrain on storm sewer plans. Show underdrain inlet in OCS detail 2.7.4 Plan pipe sizes and inverts for Pond #2 outlet structure do not match HydroCAD model. 2.7.5 Proposed top of berm is 0.6’ higher than proposed HWL. Recommend raising berm to provide a minimum of 1.0’ of freeboard from HWL. 2.7.6 Discharges to Wetland #5 and outlet may need energy dissipation. 2.7.7 Downstream future road crossing (culvert) may need preliminary design. 2.7.8 Pond #2 OCS NWL and outlet elevations do not match. The NWL shall be set at the slot elevation of the weir wall. 2.7.9 Pond # 2 to be constructed outside of wetland buffer. Address comment 2.7.1 when pond has been reconfigured. 2.8 Pond #3 2.8.1 Pond #3 HWL is noted as 967.4 but grading plan shows top of berm as 966.0. 2.8.2 Inlet and outlet configuration may result in short circuiting. 2.8.3 Provide cross-section for pond and filter bench. Specify filter media thickness and material type. 2.8.4 Include underdrain on storm sewer plans. Show underdrain inlet in OCS detail 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20027 - Paulsen Farms FP\2020-08-12 Paulsen Farms_Plan review_2020_0812.docx 2.8.5 Plan pipe sizes and inverts for Pond #3 outlet structure do not match HydroCAD model. 2.8.6 Discharges to the ditch drainage, energy dissipation may be necessary. 2.8.7 Outlet and ditch elevations will require further review to prevent backwater into Pond 3. 2.8.8 Downstream culverts will need capacity analysis. 2.8.9 Pond #3 OCS NWL and outlet elevations do not match. NWL shall be set at the top of the weir wall. 2.9 Wetlands #7, #8 and FES C10 2.9.1 Lots 13, 14 and 15 appear to have at least 2’ of freeboard between wetland HWLs (pending model revisions) and LO. However, WMO requires 2 feet above low floor. A few have been identified below. Other corrections may be necessary. 2.9.1.1 Lot 1 Block 3 (formerly Lot 13) Basement floor elevation are to be set 2’ above HWL. 2.9.1.2 Lot 2 Block 3 (formerly Lot 14) LO meets freeboard of Wetland #8 2.9.1.3 Lot 3 Block 3 (formerly Lot 15) Basement floor elevation are to be set 2’ above HWL. 2.9.2 Wetland #8 HWL is 994.1; LO of Lot 17 is 994.6. 2.9.3 HWL at FES C10 is modeled as 992.8; LO of Lot 18 is 994.6. 2.9.3.1 Lot 6 Block 3 low floor to be set at 2’ above HWL. 2.10 Wetland #9 2.10.1 Review Lot 5 grading and LO elevation to verify adequate freeboard is provided. Lot 5 Block 1 LO is 980.3, 2.5’ below wetland #9 HWL. 2.10.1.1 Revise to have low floor 2’ above Wetland #9 HWL. 2.10.2 HydroCAD model assumes a culvert outlet for Wetland #9 that is not identified in the Plans. 2.11 Backyards of Lots 1-5 surface flow offsite, applicant will verify drainage area is equal or less to existing conditions. 2.12 Pond #3 grading changes overflow of Wetland #9. Wetland #9 will now overflow to the north/through Lot 4/5 backyard to the east. 2.12.1 Revise future driveway culvert inverts at Lot 5 Block 1 to match plan and model. Wetlands Note: There are 12 existing wetlands identified onsite, however they are shown as wetlands #1 through 14 (no wetland #6 or #12). 2.13 Wetland #3 overflow needs additional analysis to maintain drainage patterns and levels. Proposed EOF elevation needs review. NWL shall be at the culvert elevation of 1005.8 4 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20027 - Paulsen Farms FP\2020-08-12 Paulsen Farms_Plan review_2020_0812.docx 2.14 Wetland #7 and setbacks affects the buildable area and easements are required. Additional analysis of the overflow and low opening will be required. 2.15 Additional review will be required for Wetlands #7, #8 and #9. Drainage area is decreased under proposed conditions, overflow elevations and septic locations limiting grading options will be reviewed. 2.16 Proposed driveway on north side of Wetland #3 for Lot 12 blocks natural overflow and will need culvert to maintain drainage 2.17 Provide detail for the controlling NWL of Wetland #4 of 983.3 as provided on plans. SWMP Comments SWMP comments on separate memo. 2.18 Provide soil borings for review. Plans show soil borings located across the site. 2.19 Provide map that clearly identifies areas that will be disturbed during construction. Alternatively, model proposed conditions as entirely Type D soils to reflect long term soils compaction. 2.20 Revise HydroCAD model to address the following: 2.20.1 Existing and proposed wetlands, filtration basins and ponds shall be modeled with a curve number of 98. 2.20.2 Revise storage curve for Pond 5P and 28P. Curve is modeled with acres for area rather than square feet. 2.20.3 Model Pond #2 and #3 initial water level at lowest, non-filtration outlet elevation. Filtration has a slower release time and during wet periods is not available as live storage. 2.20.4 Model all wetlands with initial water surface elevations equal to the lowest outlet elevation. 2.20.5 Evaluate ponding and HWLs at road sags. 2.20.6 Justify assumption that CB73P’s overflow will discharge to Pond #2. Inlets D3 and D7 are not sag inlets; flow that bypasses Inlets D3 and D7 will continue to flow to the east into Pond #3’s drainage area. 2.20.7 Review storm sewer and grading design by Inlets C2 and C3. High flows will likely bypass these inline inlets and continue to the south, bypassing all proposed ponds. 3.0 Storm Sewer and Grading Storm Sewer and OCS 3.1 Catch basin to have maximum 250’ separation per city guidelines. 3.1.1 Install additional CBs from LP at 1+05 to HP at STA 4+59. 3.1.1.1 See previous comments on Basin #1. 3.1.2 Install additional CBs from LP @ STA 8+19 to HP @ 4+59 3.1.3 Road 2, need 2nd storm sewer at D4 3.1.4 Road 2, LP at 0+72, Install storm sewer at 3+30, and 5+80 3.2 Install 3’ sump in following structures upstream of outlets. 5 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20027 - Paulsen Farms FP\2020-08-12 Paulsen Farms_Plan review_2020_0812.docx 3.2.1 CBMH B2 3.2.2 CBMH C2 3.2.3 CBMH D3 also in 3.2.4 CBMH D2 3.3 Relocate CB B2 and B3 to low points. 3.3.1 Current design does not provide hydraulic gradient for function. 3.3.2 Update OCS details to include draintile inverts. 3.3.2.1 Draintile inverts to be constructed minimum 6” above outlet pipe. 3.3.2.2 Provide individual elevations on separate OCS details. 3.3.3 Update OCS details for storm structure to match NWL. 3.3.3.1 Revise pond #2 OCS 3.4 Provide storm sewer sizing calculations for review. Contours 3.5 Label existing contours 4.0 Erosion Control 4.1 City of Corcoran is an MS4 city and site visits to be conducted weekly 4.2 Compliance with owner’s MS4 permit will be monitored 4.3 City of Corcoran MS4 permit requires perimeter control devices. 5.0 Street Lighting 5.1 Street lighting plan to be reviewed by City Staff Lighting plan has been submitted. City Staff to review lighting Plan. 5.2 Submit signage plan for City review Signage plan has been submitted. City Staff to review. 6.0 Plat 6.1 Easements to be provided for temp cul-de-sac on south end of Road 1. 6.2 Renumber lots on plans to match Plat documents 6.3 Provide blanket drainage and utility easements over all Outlots. Plat to be further reviewed by City staff, however Outlot B does not have blanket d/u. Final Plat Narrative – Paulsen Farms To: The City of Corcoran From: DS Management Group LLC. July 7, 2020 Thank you for taking the time to review our application for a concept plan and Open Space and Preservation Final Plat. The Property The property consists of about 88 acres of farmed rolling topography with an area of existing vegetation at the south, a drainage way running through the center, and several wetlands. The property is located south of County Road 30 and east of Bechtold Road. Zoning The property is currently zoned Rural Residential which allows for a density of 1 lot/10 acres. We are requesting the use of the new Open Space and Preservation (OS&P) option of the subdivision ordinance. By using this development option, we will be saving about 54% of the property as open space that may be developed in the future when public utilities come available. We are proposing to cluster 20 lots on the north end of the property for a density of 1 lot/4.4 acres. Comprehensive Plan The property is designated in the 2040 Comprehensive Plan as Rural/Ag Residential. The Comp Plan provides an allowance for the use of the OS&P Plat ordinance. We are not requesting an amendment to the Comp Plan. Open Space and Preservation Plat Ordinance The OS&P subdivision ordinance lists several objectives of subdivision: 1. Preserve natural resources as identified in the Comprehensive Plan The property does not contain high quality natural resources but in clustering the lots, we are able to save all the wetlands as well as provide wetland buffers. About half of the delineated wetlands as well as the existing vegetation on the south end will be contained within the designated open space. Outlots A, B, C, D to have an open space conservation easement. 2. Preserve permanent natural habitat and vegetated corridors for the shelter and movement of diverse wildlife. Outlots A, C, and D will provide for wildlife corridors around and through the property. These outlots will remain open space in perpetuity and will not allow for future development. The outlots will preserve the existing onsite wetlands/woodlands within these areas with a conservation easement in place. Outlot B will also have a conservation easement over the existing woodland (see Outlot B Exhibit), but is subject to be terminated when development occurs. 3. Preserve viable tracts of land for long-term agricultural use. A portion of Outlot B will be able to be used as agricultural use. If agricultural use is no longer an option, the land will be restored to upland prairie. Once city sewer and water reach the proposed development, Outlot B can be developed, which would result in the conservation easement being lifted. 4. Allow greater flexibility in the design of residential developments. The site plan being proposed provides for a serpentine local right of way with frontage for 20 lots creating a small neighborhood community where people can still have neighbors in close proximity while also living in a sought-after rural setting. This would not be possible with a standard rural development design. 5. Create cohesive neighborhoods to establish local identity and increase community interaction. The lot neighborhood would fit the surrounding neighborhood styles by having large open lots while still maintaining a neighborhood feel. This follows similar neighborhoods within the city of Corcoran. A wood-chip trail system, within Outlot B, will serve as an amenity for development residents. 6. Reduce the costs of future public road and utility infrastructure through designing to improve the efficiency of future connections and minimize site restoration costs associated with future utility construction. The construction of the proposed development would provide public right-of-way to future developable lots when city sewer and water are extended to the area. There are also proposed/future connections to the adjacent properties allowing installation of future utilities to the site. Open Space and Preservation Residential Lot Design (940.050 Subd. 1.F.) 1. Arrange lots around a central focal point such as: a) A central green, boulevard or square. b) A physical amenity such as a meadow, a stand of trees, a stream or water body, or some other natural feature. The site has been designed to provide an open space buffer around the perimeter and a larger space to the south with a private trail for residents. The trail system is located within existing woodlands and around wetlands to provide a scenic amenity for the development residents. 2. Locate lots such that at least 50 percent of the lots within a neighborhood abut open space, or other amenity, on at least one side. A local street may separate lots from open space. The proposed lots have been designed to abut open space as required by the OS&P requirements. 3. Preserve views from each building unit and from off-site vantage points to the maximum possible. Lots have been laid out to provide unique views for the future custom homes and still maintain the natural wooded areas and wetlands onsite. 4. Locate neighborhood recreational open spaces such that they are an integral part of the neighborhood, are suitable for the projected demographic makeup of residents, are at an elevation appropriate to their intended recreational use, have boundaries that are clearly defined and are accessible to all neighborhood residents from a public street or trail. Connect individual home sites with pedestrian corridors or sidewalks to larger open spaces and places of destination on-site and off-site. Open spaces should be accessible to pedestrians at roughly 1,200-foot intervals along public roadways. Pedestrian corridors between lots shall be at least 50 feet in width and buffered from view of adjacent properties. A private trail system for the development is proposed within the wooded area in Outlot B. This amenity will allow residents to enjoy the natural wooded areas close to home. 5. Locate lots to preserve woodlands, farmland or other natural features or character, including places of historic, archeological or cultural value. Preserve natural resources as identified in the Comprehensive Plan to the maximum extent possible in a contiguous, connected configuration. Natural open spaces may include, but are not limited to, fields, wetlands, slopes, bluffs, woods, lakes, ponds, streams, shore lands, and other environmentally sensitive areas. Lots have been designed to preserve on site woodlands and wetlands. Outlots A, C, and D will be owned and maintained by the HOA. Outlot B will be maintained by the owner. A portion of Outlot B will be used as interim agricultural land while the other portion will be preserved in its natural wooded state. If/when the land will no longer be used for agricultural puroposes, the land will be restored to upland prairie land. The conservation easement shall preserve the open space within Outlot B until sewer and water become available and development is proposed. (please reference city code for exact details - the conservation easement shall remain in place until municipal sewer and water are available to serve the site. At such time, the open space may be developed in accordance with the regulations in place at that time) 6. Providing covenants to create an architectural theme to include items such as landscaping, porches, side or rear loaded or detached garages. A written narrative describing the architectural theme shall be provided with the preliminary plat. Provisions regarding architectural control matters will be included in the declaration and will be subject to the review and approval of the City. The homes to be constructed will meet the current standards on exterior finishes and roof pitches. The theme will be “country/rural”. 7. Locate houses and garages such that the garages do not dominate the streetscape. Potential home/driveway locations have been shown on the plans. The homes will be custom built as they are sold. The homes will adhere to the proposed architectural them for the neighborhood. 8. Locate septic systems on the most suitable soils for subsurface septic disposal and in such manner as to provide for cost effective and least disruptive future connection of the wastewater treatment system(s) to urban services. Septic systems have been located within the lots after testing was completed and suitable soils were found in the locations indicated on the plans. Septic report has also been provided showing the findings for these areas. 9. Landscape common areas and street rights-of-way with native vegetation with high wildlife conservation value. Landscape plan has been provided following the City of Corcoran guidelines/requirements. The Open Space The open space consists of about 47.6 acres (54% of the property) in 4 outlots. Three of the outlots are contiguous. About 32.9 acres (69%) of the proposed open space is upland. Outlots A, C, and D will be perpetual open space held in a conservation easement. Outlot B may be subdivided if or when utilities become available by extending the proposed north-south right of way. Within the open space area, Outlot B, there will be a trail system for the residents. The Lots Rural Residential zoning provides for a density of 1 lot/10 acres. The minimum standards for RR zoning: Lot Area: 2 acres Lot width: 200’ Lot depth: 300’ Front setback: 50’, 100’ from major roadways Rear setback: 25’ Side setback: 25’ Through the use of the OS&P subdivision ordinance we are proposing the following minimum standards: Lot area: Min. 50,000 SF (adequate to support primary & secondary septic sites, and well) Lot width: 120’ min. Lot depth: Varies Front setback: 25’ Rear setback: 25’ Side setback: 10’/10’ The 20 proposed lots are clustered on the north end of the property and are designed to accommodate primary and alternate septic fields and a well. Thank you for taking the time to review our application. We look forward to working with the City of Corcoran in developing this new Open Space & Preservation neighborhood. 1 GRANT OF CONSERVATION EASEMENT (Outlots A, C, D) This Grant of Conservation Easement (the “Grant of Easement”) is made and entered into effective the _______ day of ____________________, 2020 by Paulsen Farms Homeowners Association, Inc., a Minnesota Nonprofit Corporation (“Grantor”) in favor of the City of Corcoran, a Minnesota municipal corporation (the “Grantee”). RECITALS A. Grantor is the fee owner of the property described on Exhibit A attached hereto, which property is located in Hennepin County, Minnesota (the “Property” or “Easement Area”). B. Grantor has agreed to grant and convey to Grantee an easement relative to the Property, according to the terms and conditions contained herein. GRANT NOW, THEREFORE, for good and valuable consideration, receipt of which is hereby acknowledged, Grantor and Grantee agree as follows: 1. Grant of Easement. Grantor hereby grants the Grantee a non-exclusive easement for conservation purposes (the “Easement”) over, under across and through the Easement Area) 2. Term of Easement. The term of the Easement (the “Term of the Easement”) shall be perpetual. 3. Scope of Easement. Grantor, for itself, its successors and assigns, declares and agrees that the Grantor is required to take affirmative action to plant native species of plants and 2 maintain the Easement Area at a level high enough so that the native planting flourish and not be taken over or replaced by non-native species. In addition, the following prohibitions shall be applicable during the Term of the Easement: a. Constructing, installing or maintaining anything made by man, including but not limited to buildings, structures, walkways, clothes line poles, and playground equipment, except the installation of feeders, bird houses, and other devices intended to foster wildlife. b. Cutting or removing trees or other vegetation. Notwithstanding the forgoing, trimming trees to maintain their health, removing diseased trees and removing selected trees to allow sunlight to penetrate to limited parts of the Easement Area are allowed when approved by the Grantee. c. Applying chemicals for destruction or retardation of vegetation, unless first approved by the Grantee. d. Outside storage of any kind. e. Depositing of waste or debris. f. Activity detrimental to the screening of the neighboring properties. g. Conducting activities detrimental to the preservation of the scenic beauty, vegetation and wildlife in the Easement Area. h. Removing, damaging, destroying, or defacing any monuments or markers placed to delineate the Easement Area. 4. Grantee Rights. Grantor, for itself, its successors and assigns, grant to the Grantee the affirmative right, but not the obligation, to do the following in the Easement Area: a. Enter upon the Easement Area at any time to enforce compliance with the terms of this Conservation Easement. b. Take such other action as the Grantee deems necessary or advisable in its sole discretion to enforce compliance with the terms of this Grant of Easement. c. Install and maintain monuments or markers delineating the Easement Area. 5. Warranty of Title. Grantor represents and warrants to Grantee that Grantor is the fee owner of the Property, free and clear of all liens and encumbrances, except liens and encumbrances of record. 6. Environmental Matters. The Grantee shall not be responsible for any costs, expenses, damages, demands, obligations, including penalties and reasonable attorney’s fees, or losses resulting from any claims, actions, suits or proceedings based upon a release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the Easement Area or Property prior to the date of this instrument. 3 7. Notices. Any notices to be given pursuant to this Grant of Easement shall be delivered in person or by mail as follows: If to Grantee: If to Grantor: City of Corcoran Attn: City Manager 8200 County Road 116 Corcoran, MN 55340 Paulsen Farms Homeowner’s Association [REGISTERED ADDRESS] 8. Binding Effect: Enforceability. The terms and conditions of this instrument shall run with the land and be binding on the parties hereto, and their heirs, successors and assigns. This Conservation Easement is enforceable by the Grantee acting by resolution approved by its City Council. SIGNATURE PAGE FOLLOWS 4 IN WITNESS WHEREOF, Grantor has signed this Conservation Easement effective as stated above. Paulsen Farms Homeowners Association, Inc. By: ______________________________ ___________________, Its _______________ STATE OF MINNESOTA ) )SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________________by ____________________, the ____________________ of Paulsen Farms Homeowners Association, a Minnesota non-profit corporation, on behalf of the corporation. . __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Halliday, Watkins & Mann, PC (JMM) Ste. 2626, 101 East Fifth Street St. Paul, MN 55101 (651) 291-8955 F:\clients\13572 (Scherber)\200002- Corcoran Project (2020)\Conservation Easement\11.0 Conservation Easement - Outlot A, C, and D; v1-080320.docx 5 EXHIBIT A LEGAL DESCRIPTION THE PROPERTY/EASEMENT AREA Outlots A, C, and D PAULSEN FARMS, according to the recorded plat thereof, Hennepin County, Minnesota 1 GRANT OF CONSERVATION EASEMENT (Outlot B) This Grant of Conservation Easement (the “Grant of Easement”) is made and entered into effective the _______ day of ____________________, 2020 by DS Management Group, LLC, a Minnesota limited liability company (“Grantor”) in favor of the City of Corcoran, a Minnesota municipal corporation (the “Grantee”). RECITALS A. Grantor is the fee owner of the property described on Exhibit A attached hereto, which property is located in Hennepin County, Minnesota (the “Property”). B. Grantor has agreed to grant and convey to Grantee an easement relative to the Property, according to the terms and conditions contained herein. GRANT NOW, THEREFORE, for good and valuable consideration, receipt of which is hereby acknowledged, Grantor and Grantee agree as follows: 1. Grant of Easement. Grantor hereby grants the Grantee a non-exclusive easement for flowage and conservation purposes (the “Easement”) over, under across and through that part of the Property as described on Exhibit B attached hereto with legal description and graphic (the “Easement Area”) 2. Term of Easement. The term of the Easement (the “Term of the Easement”) shall commence on the date set forth above, and shall thereafter be perpetual, subject however, to: i. Termination by mutual agreement between the Grantor and Grantee; or, 2 ii. Termination by the Grantor upon three (3) months written notice to the Grantee (the “Notice of Termination”) in the event that the municipal water and sewer has been made available to the Easement Area and the further development of the Easement Area has been proposed. Any Notice of Termination pursuant to this Section 2. b. must be given no later than ten (10) years from the date hereof. 3. Scope of Easement. Grantor, for itself, its successors and assigns, declares and agrees that the following prohibitions shall be applicable during the Term of the Easement: a. Constructing, installing or maintaining anything made by man, including but not limited to buildings, structures, walkways, clothes line poles, and playground equipment, except the installation of feeders, bird houses, and other devices intended to foster wildlife. b. Cutting or removing trees or other vegetation. Notwithstanding the forgoing, trimming trees to maintain their health, removing diseased trees and removing selected trees to allow sunlight to penetrate to limited parts of the Easement Area are allowed when approved by the Grantee. c. Excavating or filling within the Easement Area. d. Applying chemicals for destruction or retardation of vegetation, unless first approved by the Grantee. e. Outside storage of any kind. f. Depositing of waste or debris. g. Activity detrimental to the screening of the neighboring properties. h. Applying fertilizers. i. Conducting activities detrimental to the preservation of the scenic beauty, vegetation and wildlife in the Easement Area. j. Removing, damaging, destroying, or defacing any monuments or markers placed to delineate the Easement Area. 4. Grantee Rights. Grantor, for itself, its successors and assigns, grant to the Grantee the affirmative right, but not the obligation, to do the following in the Easement Area: a. Preserve, improve and enhance the slope, trees, vegetation and natural habitat at no cost to the Grantor. b. Enter upon the Easement Area at any time to enforce compliance with the terms of this Conservation Easement. c. Take such other action as the Grantee deems necessary or advisable in its sole discretion to enforce compliance with the terms of this Grant of Easement. d. Install and maintain monuments or markers delineating the Easement Area. 3 5. Warranty of Title. Grantor represents and warrants to Grantee that Grantor is the fee owner of the Property, free and clear of all liens and encumbrances, except liens and encumbrances of record. 6. Environmental Matters. The Grantee shall not be responsible for any costs, expenses, damages, demands, obligations, including penalties and reasonable attorney’s fees, or losses resulting from any claims, actions, suits or proceedings based upon a release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the Easement Area or Property prior to the date of this instrument. 7. Notices. Any notices to be given pursuant to this Grant of Easement shall be delivered in person or by mail as follows: If to Grantee: If to Grantor: City of Corcoran Attn: City Manager 8200 County Road 116 Corcoran, MN 55340 DS Management Group, LLC 21315 Territorial Rd Rogers, MN 55374 8. Binding Effect: Enforceability. The terms and conditions of this instrument shall run with the land and be binding on the parties hereto, and their heirs, successors and assigns. This Conservation Easement is enforceable by the Grantee acting by resolution approved by its City Council. SIGNATURE PAGE FOLLOWS 4 IN WITNESS WHEREOF, Grantor has signed this Conservation Easement effective as stated above. DS Management Group, LLC By: ______________________________ ___________________, Its General Manager STATE OF MINNESOTA ) )SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________________by ____________________, the ____________________ of DS Management Group, LLC, a Minnesota limited liability company, on behalf of the company. __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Halliday, Watkins & Mann, PC (JMM) Ste. 2626, 101 East Fifth Street St. Paul, MN 55101 (651) 291-8955 F:\clients\13572 (Scherber)\200002- Corcoran Project (2020)\Conservation Easement\11.0 Conservation Easement - Outlot B; v1-080320.docx 5 EXHIBIT A LEGAL DESCRIPTION GRANTOR’S PROPERTY Outlot B, PAULSEN FARMS, according to the recorded plat thereof, Hennepin County, Minnesota 6 EXHIBIT B LEGAL DESCRIPTION OF EASMENT AREA That part of Outlot B, PAULSEN FARMS, according to the recorded plat thereof, Hennepin County, Minnesota, described as follows: Beginning at the southwest corner of said Outlot B; thence on an assumed bearing of North 00 degrees 53 minutes 14 seconds East, along the west line of said Outlot B, a distance of 783.92 feet; thence South 89 degrees 06 minutes 47 seconds East, a distance of 168.07 feet; thence North 57 degrees 38 minutes 07 seconds East, a distance of 560.44 feet to the southwest corner of Lot 2, Block 2, PAULSEN FARMS; thence North 82 degrees 49 minutes 24 seconds East, along the south line of said Lot 2, a distance of37.37 feet; thence South 00 degrees 16 minutes 3 3 seconds West, a distance of 1089 .20 feet to the south line of said Outlot B; thence North 89 degrees 43 minutes 32 seconds West, along said south line of Outlot B, a distance of 685.41 feet to the point of beginning. GRAPHIC ATTACHED ON FOLLOWING PAGE 1 GRANT OF TRAIL EASEMENT This Grant of Trail Easement (the “Grant of Easement”) is made and entered into to be effective the _______ day of ____________________, 2020, by DS Management Group, LLC, a Minnesota limited liability company (“Grantor”) in favor of the City of Corcoran, a Minnesota municipal corporation (the “Grantee”). RECITALS A. Grantor is the fee owner of the property described on Exhibit A attached hereto, which property is located in Hennepin County, Minnesota (the “Property”). B. Grantor has agreed to grant and convey to Grantee an easement relative to the Property, according to the terms and conditions contained herein. GRANT NOW, THEREFORE, for good and valuable consideration, receipt of which is hereby acknowledged, Grantor and Grantee agree as follows: 1. Grant of Easement. Grantor hereby grants the Grantee a non-exclusive easement for trail purposes (the “Easement”) over, under across and through that part of the Property as described on Exhibit B attached hereto with legal description and graphic (the “Easement Area”) 2. Term of Easement. The term of the Easement shall commence on the date set forth above and shall thereafter be perpetual. 3. Binding Effect: Enforceability. The terms and conditions of this instrument shall run with the land and be binding on the parties hereto, and their heirs, successors and assigns. This 2 Trail Easement is enforceable by the Grantee acting by resolution approved by its City Council. IN WITNESS WHEREOF, Grantor has signed this Conservation Easement effective as stated above. DS Management Group, LLC By: ______________________________ ___________________, Its General Manager STATE OF MINNESOTA ) )SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________________by ____________________, the ____________________ of DS Management Group, LLC, a Minnesota limited liability company, on behalf of the company. __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Halliday, Watkins & Mann, PC (JMM) Ste. 2626, 101 East Fifth Street St. Paul, MN 55101 (651) 291-8955 F:\clients\13572 (Scherber)\200002- Corcoran Project (2020)\Trail Easement\Trail Easement - v.1.docx 3 EXHIBIT A LEGAL DESCRIPTION GRANTOR’S PROPERTY Lot 2 and Lot 3, Block 2, Paulsen Farms, according to the recorded plat thereof, Hennepin County, Minnesota 4 EXHIBIT B LEGAL DESCRIPTION OF EASMENT AREA The west 10.00 feet of Lot 2, Block 2, PAULSEN FARMS and the east 10.00 feet of Lot 3, Block 2, PAULSEN FARMS, according to the recorded plat thereof, Hennepin County, Minnesota. STAFF REPORT Agenda Item 8b. Council Meeting: August 27, 2020 Prepared By: Brad Martens Topic: Concept Plan – Cook Lake Corcoran Action Required: Feedback to applicant Summary: Attached to this report is information related to an updated concept plan for a proposed development at 19220 County Road 10. The concept plan is for products consisting of 100-110 Senior Co-op multi-family, for sale units by Applewood of United Properties, a multi-family market rate apartment building of 200-208 units, a New Horizon childcare facility and a high acuity memory care home per the applicant narrative. A similar concept was reviewed by the City Council in 2018 and that staff report is attached to this report for reference. The applicant is requesting feedback prior to submitting an application for action. Staff offers the following comments following a brief review of the updated concept: • The property is currently zoned MF-2 (Mixed Residential) • The adjacent MI Homes property is guided Low Density Residential • Density calculations have not been completed however it is likely that the density would be higher than 15 units per acre • This request would require a change to high density Financial/Budget: A development contract would outline the financial obligations of the developer and the City of Corcoran. Options: 1. Provide feedback to the applicant on the proposed concept plan. Recommendation None Council Action: Provide feedback to the applicant on the proposed concept plan. Attachments: 1. Cook Lake Narrative 2. Cook Lake Sketch Plan 3. 2018 PUD Sketch Plan for Edgewater of Corcoran Cook Lake Corcoran Narrative Planned Unit Development Sketch Plan Application Existing Land Use: The Concept Sketch Plan is located on the Schommer property which is approximately 27.31 acres. The subject property is located in the southeast quadrant of Corcoran, adjacent to Maple Grove, on the north side of CSAH 10 (Bass Lake Road), northeast of Brockton Lane North and CSAH 10 intersection. Bordering the property to the west is the M/I Homes Bass Lake Crossing single family villa project. Cook Lake and the Geurs family farm is located North of the property. The site consists of rolling topography with farm fields, some stands of trees, one homestead, and wetlands adjacent to Cook Lake. The Property is subject to: • A Metropolitan Council Lift Station Parcel - consisting of approximately 1.5 acres located at the center of the Property • A permanent easement in favor of the Metropolitan Council for sanitary sewer and water utility purposes, dated December 11, 2012 recorded November 13, 2013. Doc. No. A10027481 • An easement in favor of City of Corcoran for sanitary sewer and water utility purposes, dated December 26, 2012 and recorded on November 13, 2013. Doc. No. A10027482 • A trail easement per the M/I approved plan Zoning and Land Use: I. The Property is zoned Agricultural/Rural and is guided according to the 2040 Comprehensive Guide Plan as Mixed Residential with medium density allowing for 8-10 units/acre. The M/I project being developed to the west is also guided mixed residential allowing medium density. The neighboring properties immediately to the south, inside the Maple Grove boundary are approved for high density multi-family with attached townhomes, currently under construction and to the west a 4- story senior continuum of care project. We are requesting the City of Corcoran review and consider approving our Planned Unit Development Concept Sketch Plan of mixed residential products consisting of 100-110 Senior Co-op multi-family, for sale units by Applewood of United Properties, a multi-family market rate apartment building of 200-208 units, a New Horizon child care facility and a high acuity memory care home. This concept plan will require a guide plan change from mixed residential medium density to medium-high density. We have approximately 21 net acres and 27.31 gross acres. The current guide plan allows for 210 units/net acreage or 273 units /gross acres. We are requesting a guide plan change to allow for 310-318 units with this concept plan. The concept plan is located on the edge of Corcoran very near a new neighborhood center in Maple Grove which includes a commercial grocery-anchored center consisting of retail, convenience gas, restaurant, senior continuum of care, a large church and other multi- family, medium-high density mixed residential products. Trek Development and United Properties were the original development team, directly involved with the design and implementation of the adjacent mixed-use grocery-anchored approval. This Concept PUD gives us an opportunity to work with Corcoran to design and develop the Schommer property, utilizing our knowledge and insight to thoughtfully consider the site’s relationship to the adjacent uses and services. The Concept PUD property has long, beautiful views overlooking Cook Lake, and Rush Creek Golf Course. The design for this site intentionally recognizes the benefit of a beautiful site, nearby services and a growing need for housing product not currently available in this immediate area/market. • Adjacent to the Concept Property, the City of Maple Grove approved a 127 acre grocery- anchored, mixed-use development project providing opportunity for jobs and many neighborhood services. • Hundreds of single-family and attached townhomes are currently being built nearby in Corcoran, Plymouth, Medina, and Maple Grove - the area is growing! • The Metropolitan Council has recently completed construction of a lift station to extend sewer service to the larger community. • The Concept PUD is located in the Rockford school district and the existing schools are located a significant distance from the site, currently making it more challenging for single family homes, which tend to attract young families with school age children. • A substantial aging population, which creates demand for an empty nest product such as the Applewood Co-op, for sale product. • Church (es) close • Golf Course (es) close II. Intersection of Bass Lake Road (CSAH 10) and Brockton Lane Trek has provided a $ 25,000 surety required to complete the feasibility report for the intersection of Bass Lake Road (CSAH 10) and Brockton Lane North. This intersection is designed to provide access for this concept PUD, the adjacent Cook Lake Maple Grove project, the Metropolitan Council L-80 lift station, and ultimately access to a controlled intersection for the adjacent Bass Lake Crossing neighborhood. The feasibility study revealed a cost estimate for the intersection to be in excess of $1.1M. This amount does not include the value of land required to be contributed by this project for future corridor/community development. Also, this amount does not include an adjustment required, resulting in additional land to be taken for realignment of CSAH 10 for safety compliance or the land for the Corcoran Booster Station. We are also requesting your approval of a Comprehensive Guide Plan Change from mixed- residential, medium-density to mixed-residential, high-density. This may allow the economics of the concept PUD project to work and, therefore, proceed with the required contributions for corridor and community land and infrastructure. The change from medium-density to high-density will allow us to save a significant stand of trees and create a large open space adjacent to the lake and wetland, creating a large wooded, open space buffer between the multi-family and the adjacent property guided low density to the north. A collaborative effort involving The Metropolitan Council, City of Corcoran, the City of Maple Grove, Trek Development and the adjacent developer, The Excelsior Group, is currently underway to identify the amount each stakeholder will contribute to the cost of design and construction of this intersection. A collaborative effort to contribute financially is essential to proceed with development of this concept PUD and the construction of the intersection. Shoreland Overlay: The Concept PUD is located within the shoreland overlay district. Impervious Calculation: This concept plan will concentrate the density and create additional open space of 2.78 acres +/- and decrease the impervious/hardcover acreage. Building Height: one story buildings at entrance and along roadway to help with transition to Applewood 4-story building(s) closer to lake and multi-family building in center of site pulled away from lake to provide open space and tree stand as a transition to future residential to north. The concept PUD will have trails throughout the project, which will connect to the M/I trail system, the Corcoran trail system and to the Maple Grove trail proposed along Cook Lake, to the church and to the neighborhood the services. Thank you for the opportunity to present our revised Concept Plan to you for review and consideration. Trek Development is honored and excited to share our vision for this property with you. We hope you agree this plan has the potential ignite energy, and encourage innovative planning, while providing a need for the market. Sincerely, Elisabeth Hustad Trek Development, Inc President POND25' BLDG. STBK25' BLDG. STBK100' BLDG. STBK30' BLDG. STBK50' PKG. STBK10' PKG. STBK 25' PKG. STBKLOT 15.88 ACLOT LINE METCOUNCILPROPERTYLOT LINEOHWOHW0.42 AC NOTIN OVERLAYPROPERTY LINESHORELANDOVERLAY LINEPROPERTY LINEWET.25' BLDG. STBK25' PKG. STBK100' BLDG. STBK50' PKG. STBKOTL. A0.36 AC25' BLDG. STBK25' PKG. STBKMONUMENTFEATUREBOOSTERPUMPSTATIONLIFTSTATION1.22 ACFEMA DEMARCATION LINEFEMA DEMARCATION LINENOPARKINGMEMORY CARE(32 UNITS)PROPOSEDDAYCARE(12,750 SF)NOPARKINGLOT 21.88 ACLOT 32.14 ACPROPERTY LINE PROPERTY LINE PROPERTY LINELAKE25' BLDG. STBK25' PKG. STBK100' BLDG. STBK10' PKG. STBK 30' BLDG. STBK 30' BLDG. STBK LOT LINEPROPERTY LINE NOPARKINGPROPOSEDSENIOR(107 UNITS)(115 UNDERGROUND PKG.)(61 SURFACE PKG.)50' PKG. STBKLOT LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINELOT LINEPROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINE25' BLDG. STBK25' PKG. STBK30' BLDG. STBK PROPOSEDAPARTMENT(4-STORY, 208 UNITS)PARKING: 365 PARKING STALLS(145 UNDERGROUND; 120 SURFACE)LOT 413.79 ACOTL. B0.05 ACNOPARKINGNOPARKING74th Ave.25' BLDG. STBK SKETCH PLAN01" = 80'-0"80'-0"40'-0"NCOOK LAKECORCORAN, MINNESOTAEX 5200112020.07.30..Project Number:Issue Date:Revision Number:Revision Date:4931 W. 35TH ST., #200ST. LOUIS PARK, MN 55416Office: 612.615.0060www.CivilSiteGroup.comSITE DATAGross Site Area: 27.31 Ac.Property Below OHW of Cook Lake/Wetland/Buffer Area: 6.16 Ac.*Net Developable Area: 21.15 Ac.(Lots & Local Roads, Ponds)County Road 10 ROW Taking: 1.15 Ac.CR10 Adjusted Net Site Area:20.00 Ac.DNR Shoreland Management Ordinance: 1000' from OHWArea in Overlay District:19.58 Ac.(Excludes CR10 ROW)Max. Hardcover: 25% (entire 1000') = 4.90 Ac.Prop. Hardcover:7.87 Ac.Zoning:Existing Zoning: RSP-3 (Single & 2 Family Residential)2040 Land Use Guide: Mixed Residential (8-10 u/a)Proposed Zoning/ Land Use:PUDAllowed Units (Mixed Residential Zoning):211 Units (10 u/a)Lot Areas:Lot 15.88 gross ac. / 5.47 net ac.Lot 21.88 gross/net ac.Lot 32.14 gross/net ac.Lot 413.79 gross ac. / 7.66 net ac.Olt A0.36 ac.Olt B0.05 ac.ROW - Street "A"2.06 ac.Proposed Gross Density:318 Total UnitsLOT 1 - Senior Housing:110 Units (18.71 gross u/a) (20.11 net u/a); 176 Pkg.LOT 2 - Kid Day Care: 0 Units (n/a)LOT 2 - Memory Care: 0 Units (n/a)LOT 4 - Apartments: 208 Units (15.08 gross u/a) (27.15 net u/a); 365 Pkg.Available Upland Openspace:2.78 Ac. Pre Development Gross Density:0.05 u/aPost Development Gross Density:318 Units (15.04 u/a)(318 units / 21.15 Net Ac.) 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel:612-252-9070 Fax:612-252-9077 www.landform.net Landform®, SensiblyGreen®and Site to Finish®are registered service marks of Landform Professional Services, LLC. TO:Corcoran City Council FROM:Kendra Lindahl, Landform DATE:May 11,2018 for the May 24, 2018 City Council Meeting RE:PUD Sketch Plan for Edgewater of Corcoran (PID 25-119-23-14-0003 and 25-119- 23-14-0002) (city file 18-018) 60-DAY REVIEW DEADLINE:July 3,2018 1.Application Request Trek Development, Inc. and Hunter Homes, LLC have submitted a request to the City to review a Planned Unit Development (PUD) sketch plan for a 200-unit senior continuum of care complex, a 125-unit market rate apartment and 19 single family homes on 31.21 gross acres at 19220 CR 10. While not part of the written request, the sketch plan shows the Metropolitan Council parcel (2511923140004) being replatted as Outlot B. If that parcel is proposed to be replatted, the Metropolitan Council must sign the application to be part of the preliminary plat application. 2.Context Zoning and Land Use The project site is guided Mixed Residential which is planned to be developed at 8-10 units per acre and zoned RSF-3 (Single and Two Family Residential).The land use and zoning are inconsistent, and would need to be resolved prior to development. The property is also located in the Southeast District and is subject to the Southeast District Plan and Design Guidelines (Appendix B of the Zoning Ordinance). Surrounding Properties The property to the south is Lions Park, which is guided Mixed Use and zoned PUD and the planned Bass Lake Crossing South, which is guided Low Density Residential and Light Industrial and zoned PUD. The property to the west is guided Low Density Residential, zoned PUD and is being developed as Bass Lake Crossing. The property to the north is vacant land guided Low Density Residential and zoned RSF-2 (Single Family Residential 2). The property to the west is located in the City of Maple Grove, is guided for low-medium density residential and is planned for single family home development by the applicant. Agenda Item: 9a. Edgewater of Corcoran PUD Sketch Plan (18-018)2 May 24, 2018 Natural Characteristics of the Site There are a number of trees on site, but the Comprehensive Plan does not identify any ecologically significant features. There are wetlands and floodplain areas on site near Cook Lake. The bulk of the site is located in the Shoreland Overlay District for Cook Lake. 3.Analysis of Request Land Use and Zoning The project site is guided Mixed Residential, which is planned to be developed at 8-10 units per acre,and zoned RSF-3 (Single and Two Family Residential). The land use and zoning are inconsistent, and would need to be resolved prior to development. The plan shows 344 units on 31.21 acres, which is a gross density of 11.02 units per acre. The applicant has not provided any information about net density, but staff estimates it to be 15-17 units per acre. Therefore, the applicant is requesting that the land be reclassified from Mixed Residential (8-10 units per acre) to High Density Residential (10+ units per acre). The property would to need to be re-zoned from RSF-3,which does not allow multiple-family dwellings,to RMF-2 or PUD.Three-story multiple-family dwellings are permitted uses in the RMF-2 (Mixed Residential) or the RMF-3 (High Density Residential) zoning districts. The RMF-2 district is compatible with the Mixed Residential land use, but only the RMF-3 zoning is compatible with the High Density land use. The applicant will be requesting to rezone the property to PUD with RMF-3 zoning district as the underlying standards. If the applicant proceeds with a formal application, they will also be requesting to plat the property. The City has a high level of discretion in approving or denying a land use guide plan amendment. The land use plan is a major element of the comprehensive plan. The land use plan is the city’s long- range planning tool that indicates what type of development should occur on all land within the City. In other words, it is the City’s plan for how it wants to direct future development and growth. The City Council may guide property as it deems necessary to protect and promote the general health, safety and welfare of the community. 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. Sketch Plan The applicant’s sketch plan shows 74th Avenue extending from Bass Lake Crossing through this project as a loop that connects to County Road 10. The 19 single family homes are located north of 74th Avenue and the multi-family units are south of this street. Edgewater of Corcoran PUD Sketch Plan (18-018)3 May 24, 2018 The applicant’s narrative states that Charles Cudd Co. would develop the single family homes,but did not provide any information about the developer or owner/operator for the apartment or continuum of care senior complex. Staff notes that Section 1060.050 of the Zoning Ordinance establishes general building standards for residential uses, including the types of materials that are permitted and Section 1040.040, Subd. 8 establishes residential design standards and Section 1040.070, Subd. 8 establishes multi-family standards.At this stage of the process we do not have enough information to evaluate compliance, but the applicant is aware of these standards. Additionally, staff notes that Appendix B of the Zoning Ordinance establishes Southeast District Design Guidelines. The concept plans do not provide significant detail to determine whether they are consistent with these and other Design Guideline requirements, however, photos provided by the applicant for the single family product appear to demonstrate high quality design. Density The proposed pre-development gross density for the development appears to be 11.02 units/gross acre and the net density appears to 15-17 units per acre.The applicant has not yet provided pre- and post-net density calculations for the site. Setbacks Staff recommends that development standards be established for the ease of the City and Developer if the project progresses.The table below compares the requested setbacks to the zoning standards: Proposed RMF-3 (Apartment)RSF-2 (Single Family) Minimum lot area 31.21 acres 1 Acre 6,000 sq. ft. Minimum lot width 1,300+feet 150 feet 60 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* Unknown 100 feet 100 feet Front, From all other streets Unknown 50 feet 25 feet Side Unknown 25 feet 10 feet Rear Unknown 25 feet 25 feet Maximum Principal Building Height 4 stories 35 feet or 3 stories 25 feet in Shoreland 35 feet or 3 stories 25 feet in Shoreland Setback from OHW of Cook Lake <150 feet 150 feet 150 feet Staff notes that there is a 100-foot setback from County Road 10.Council has indicated in previous discussions the importance of a larger setback to maintain the rural feel of the community.Section 1060.070, Subd. K and J of the Zoning Ordinance allows the 100-foot setback to be reduced to a 60- foot building setback and 50-foot parking setback if additional landscaping is provided adjacent to the County Road. Edgewater of Corcoran PUD Sketch Plan (18-018)4 May 24, 2018 Landscaping No landscape plan was provided with the concept plan, but staff notes that a well-designed landscape is an important part of this project to ensure transitions between potentially conflicting land uses.We will review the landscape plan with the development plan submittal for compliance with the ordinance standards. The developer may wish to provide an upgraded landscape plan as one of the PUD benefits. Transportation The planned extension of 74th Avenue is shown as a 60-foot right-of-way with a 32-foot wide street. It appears that sidewalks are provided on both sides of the street. The sidewalks would connect to the north-south trail being constructed partially on this property as part of the Bass Lake Crossing project. There are numerous driveways shown onto 74th Avenue, some of which are located along curves. Sight lines on the road will need to be reviewed as part of the plat application to ensure engineering and safety standards are met. The cul de sac is shown as a 50-foot right-of-way with a 28-foot wide street. At the end of the cul de sac is a private drive serving 3 homes. The ordinance allows private drives only in the Rural Residential district subject to certain standards.The Council could allow the private drives by PUD if desired, but the private drive must meet all public safety standards. As part of the development plan, the County will request an additional right-of-way from this property for County Road 10 to allow for a 120-foot right-of-way.This is consistent what has been requested by the County in the past.Additionally, the County will likely request a 5-foot trail easement on each side of the County right-of -way. Public Safety The public safety committee would require a paved fire access road around the multi-family structures. Fire access must be provided for any homes on a private drive. Stormwater The City Engineer’s memo dated May 11, 2018 notes that in recent developments in this area show that stormwater management is feasible, but the development plans will need to convey stormwater toward Cook Lake while preventing bluff and lakeshore erosion.The applicant will need to meet Elm Creek Watershed Management Commission (ECWMC) rules and City regulations. Wetlands There are wetlands shown on the site plan. A wetland delineation and wetland mitigation plan has not been provided to the City, but will be required with a formal application. ECWMC is the LGU for the Wetland Conservation Act and they will review and approve the delineation. Edgewater of Corcoran PUD Sketch Plan (18-018)5 May 24, 2018 The wetlands on the north are ranked on the National Resource Communities Quality Rankings map as medium quality. There are wetlands identified in the southeast corner of the site is not currently ranked on the Natural Resource Communities Quality Rankings map and it appears that the applicant is proposing to fill this wetland. When development is proposed,it must identify wetland buffers,setbacks, or proposed wetland fill. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. All wetlands must be blanketed by a drainage and utility easement. Utilities Sewer and water will be extended to serve the site. Metropolitan Council Environmental Services (MCES) owns property in the middle of the site for a lift station;however,construction has not been initiated. The plans show this parcel as Outlot B, but if the parcel is intended to be replatted MCES must be part of the preliminary plat application.There is a temporary easement to this parcel from the south and a permanent easement from the west. Both must be clearly shown on the plans. Access to the future lift station must be provided with the plat application and easement documents will be required to be recorded with the final plat.The development will be required to bring a City forcemain through the property from Brockton/101 (Lennar forcemain) and connect to City manhole for conveyance to MCES Lift Station. There is an existing drainage and utility easement in the northwest corner of this site that was dedicated with the Bass Lake Crossing plat and it must be shown on the plans. The developer is also proposing to develop the adjacent property in Maple Grove. An agreement between the City of Corcoran and the City of Maple Grove would be necessary for any low area in Maple Grove to be accommodated by Corcoran. The Corcoran water system requires a booster station on site. The plans show this booster station in Maple Grove. If Maple Grove does not agree to that location, it must be relocated onto this site. The developer must complete water modeling with the preliminary plat application to ensure adequate water pressure and fire flows would be provided. The developer may be required to relocate water mains. Parks and Trails The Comprehensive Plan shows an off-road trail on the west property line. This trail will be built by Bass Lake Crossing as part of their development and a portion of the trail is on this site. This existing trail easement must be shown on the plans. No other park land dedication is shown on this site. Therefore, the City should accept cash-in-lieu of land to meet the park dedication requirements. Proposed PUD The applicant has provided a proposal to rezone the property from RSF-3 to PUD with RMF-3 as the underlying zoning district. The application materials do not specifically what PUD flexibility is requested, but it appears that the request includes: 1.Setback flexibility. No dimensions are provided, but the plan does not appear to meet the 100-foot setback from County Road 10 (or the 60-foot building and 50-foot parking setback Edgewater of Corcoran PUD Sketch Plan (18-018)6 May 24, 2018 allowed with increased landscaping). It also appears that the single family homes would be requesting some setback flexibility. 2.Shoreland setback flexibility. There is a 150-foot setback from the OWHL of Cook Lake. Two of the lots encroach into this setback and require flexibility. 3.Increased building height. The zoning code allows a requested a maximum building height of three stories or 35 feet. However, the shoreland overlay district limits all buildings to a maximum height of 25 feet. The multi-family buildings range from 2-4 stories and up to 50 feet in height. 4.Impervious surface area. The shoreland ordinance limits sites to a maximum of 25% of the lot area. The applicant indicates that that are 33%-34% impervious. Final calculations and details have been provided with the sketch plan. 5.Private drive. To allow a private drive off a cul de sac to serve three homes. The ordinance allows private drives only in the Rural Residential district subject to certain standards. The Council should provide feedback on the applicant’s narrative and whether there are additional issues to be addressed or items that would not be desirable in this PUD. The applicant would take those comments under advisement as they prepare a formal submittal. Next Steps If the applicant chooses to proceed with the application, they would need to submit applications for: •Comprehensive Plan Amendment •Rezoning to PUD •Preliminary Plat •Preliminary PUD Development Plan Then the applicant would submit applications for: •Final Plat •Final PUD Development Plan Summary While this is not the formal application, the Council should provide direction to the applicant so that they can decide whether to proceed with formal application. •This is the gateway to the City and careful consideration should be given to how this property developments. Is this concept reflective of the City’s vision? •The Southeast District Plan anticipates multi-family housing in the Town Center where it can support the Downtown Core commercial businesses. The 2017 “Market Potential Analysis for the Corcoran Commercial Core” completed by Maxfield Research & Consulting identified a demand for 247 units of multi-family housing (market rate and senior) between now and 2030. Allowing multi-family housing on this site could affect the City’s ability to attract this type of housing in the Town Center. Is this site preferable to the Town Center for multi- family? Edgewater of Corcoran PUD Sketch Plan (18-018)7 May 24, 2018 •Does the Council see PUD benefits in exchange for the PUD flexibility requested? 4.Action The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the comments from the City Council when they prepare their formal submittal. Attachments a.Aerial Location Map b.2040 Park & Trail Map c.Memo from City Engineer dated May 11, 2018 d.Metropolitan Council Environmental Services Review e.Applicant’s Narrative dated April 26, 2018 f.Site Graphics dated April 26, 2018 g.Existing Trail Easement – dedicated with Bass Lake Crossing h.Existing Drainage Easement – dedicated with Bass Lake Crossing Hennepin County Property Map Date: 5/10/2018 Comments: 1 inch = 800 feet PARCEL ID: 2511923140003 OWNER NAME: Albert Schommer Estate PARCEL ADDRESS: 19220 Co Rd No 10, Corcoran MN 55340 PARCEL AREA: 27.31 acres, 1,189,445 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2017, PAYABLE 2018 PROPERTY TYPE: Residential HOMESTEAD: Homestead MARKET VALUE: $408,500 TAX TOTAL: $5,776.20 ASSESSED 2018, PAYABLE 2019 PROPERTY TYPE: Residential HOMESTEAD: Homestead MARKET VALUE: $414,000 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 2018 City of GreenfieldCityofMapleGroveCity of Medina City of Rogers %Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 County Road 116D StOakdale Dr B r id le P a thJeffreyLnAbileneLnTrail LnHuntersRdg County Road 30HeatherLn Pio n e e r T r l TrailHavenRdCounty Ro a d 1 0 Horseshoe Trl Robert LnHor s es hoeBendD r Co u n t y R o a d 5 0 Larsen Rd Gleason P k w yWillow DrHunterRdCounty Road 19Homestead Trl Maple Hill RdCain RdRolling Hills RdSundanceRdCountry Rd Mohawk DrElmStLarkin RdFoxline DrStrehler Rd Cain Pl 6 5 t h Pl N Dassel Ln Ol dSet t l ersR d Stie g R d Bechtold RdKalk RdSchutte Rd Meister RdFoxValleyDr M y s t iq u e DrHageDr 93rd Ave N Schutte P lS un ny H illLnBrandywineRdChisholmT r lTessmer Rd HighBluffLnWinchesterTrl JubertLnR ushCreekRushCreek CountyD it c h N u mberSixteenCou ntyDitc h N umberThreeSouthFor k R u s h C re e k NP NP NP NP NP NP NP NP ASA ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxd Date: 5/7/2018 Time: 11:31:40 AM User: shujc0243 Map 5-1Parks and Trails Plan Existing Parks and Trails Regional Trail Existing On Road Trail Community Park Trailhead Private Park/Open Space Proposed Parks and Trails Proposed On Road Trail Proposed Off Road Trail Proposed Off Road Trail outside 2040 Development Area Neighborhood Park Community Park Greenway Corridor Municipal Boundaries 2040 MUSA Parcel Boundaries Streams Lake/Open Water Wetlands NP Engineer’s Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: May 11, 2018 Subject: Edgewater Development 0.0 Background Applicant has submitted a concept for the Schommer parcel north of CR 10, adjacent to the Maple Grove border. Initial engineering and Public Works comments are in the following comments. 1.0 Transportation 1.1 Brockton Access The access at Brockton Road (Old 101) is consistent with City’s transportation plan. Maple Grove development will access the developments entrance road also. A turn lane or other improvements may be required by the County. 1.2 Street Network Access appears to be on curves of the east/west road, and sight lines have not been reviewed. Adjustments may be necessary. 2.0 Water Booster Station The City water system shows a booster station near the connection to Maple Grove water. This plan shows the building in Maple Grove, and if this is not feasible the station should remain near this location. Water modeling would be executed at developers cost to analyze pressures and fire flows for upper floors of building. Water main relocation may be necessary and would be performed at developer cost. Kendra Lindahl Engineer’s Memo May 11, 2018 2 3.0 Sewer MCES owns property for a lift station adjacent to the parcel, however construction has not been initiated. Bids have been opened in 2018. The development will be required to bring a City forcemain through the property from Brockton/101 (Lennar forcemain) and connect to City manhole for conveyance to MCES Lift Station. This is necessary since Lennar had “temporary” route until the Schommer property developed. An agreement with Maple Grove would be necessary if any Maple Grove sewer flows were accommodated by Corcoran for low areas. 4.0 Stormwater Recent developments in this area show that stormwater management is feasible. Applicant will comply with the Elm Creek Watershed rules and City review of the system also. One potential issue is the route and method to convey stormwater down the bluff towards Cook Lake and adequate energy dissipation to prevent lakeshore erosion. From:Fick, Daniel To:Michael Pritchard; Kevin Mattson; Brad Martens Cc:Just, Molly; Erickson, Darcy; Clancy, Jeannine; Colvin, Kyle; Dentz, Scott Subject:Trek Edgewater Development-MCES Review Date:Tuesday, May 08, 2018 4:30:14 PM Attachments:image001.png Mike: These reflect the initial review comments and concerns we have with the plans as submitted under the PUD application. Some of these are significant and impact both the regional system as well as local City infrastructure. MCES has reviewed the submittal for Trek’s Edgewater PUD including site plans and offer the following initial comments: 1. The plan appears to be placing utilities in the MCES permanent easement. The plan(s) do not provide sufficient detail to evaluate the impact that these proposed utilities will have on the regional interceptor forcemain. The placement of any utilities will require an encroachment agreement with the MCES. MCES also plans to construct a second forcemain in the same easement and needs to maintain a clear corridor in the Permanent Easement for operational and maintenance purposes. 2. It is unclear how access is being provided to the proposed MCES Lift Station. The access is not specifically identified and there appears to be conflicts with a proposed trail and a proposed lot. The MCES easement appears to run through the back yard of Lot 16 of Area 3 in very close proximity to the home building pad. 3. Normal driveway accesses should be as near perpendicular as possible to the road. The plan shows the MCES access drive connection with the proposed roadway at a skewed angle. 4. No grading contours, elevations or roadway grades are shown. MCES and the City should have concerns about depth of cutting/filling over our respective forcemains. 5. The plan shows flows from the Nelson property (Maple Grove) being conveyed to L80. Since L80 was designed to convey only Corcoran flow, areas served outside of Corcoran via L80 and downstream interceptors represent a loss of capacity available to Corcoran. 6. This development appears to build over 500 sac units. This represents a significant portion of the 0.6MGD average day capacity that was provided in the MCES system for SE Corcoran. 7. The development does not appear to address the rerouting of the Lion’s Park forcemain to L80 which was mutually agreed by the City and MCES as an interim connection. 8. The development plan shows a direct connection to the L80 wet well. This is not allowed. The sewer connection serving this area will need to occur at a city MH upstream of the proposed lift station. 9. Looking at the lot arrangement there may be an opportunity to relocate the proposed L80 lift station to a mutually advantageous location, depending on site grading. This could clear up the sight lines to Cook Lake and avoid a steep access road to L80. Re-engineering would be needed but MCES is open to the possibility. We look forward to meeting with you and City staff to discuss our comments in person next Wednesday. May we also suggest that Brad Martens and Kevin Mattson be in attendance. Dan Fick Principal Engineer daniel.fick@metc.state.mn.us P: 651.602.1061 | F: 651.602.1083 390 Robert Street North | St. Paul, MN | 55101 | metrocouncil.org DATE PROJECT # PROJECT STATUS DRAWN BY CHECKED BY 2018 BKBM Engineers 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. C KEY PLAN Corcoran, Minnesota 55340 18180.20 Concept Edgewater Development Revisions No. Description Date 2018-04-26 WH TJC CONCEPT PHASE NOT FOR CONSTRUCTION C1.1 CORCORAN - EDGE OF WATER AND SETBACKS 1 2 3 4 5 6 8 7 3 3 5 5 5 14 DATE PROJECT # PROJECT STATUS DRAWN BY CHECKED BY 2018 BKBM Engineers 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. C KEY PLAN Corcoran, Minnesota 55340 18180.20 Concept Edgewater Development Revisions No. Description Date 2018-04-26 WH TJC CONCEPT PHASE NOT FOR CONSTRUCTION C2.1 CORCORAN IMPERVIOUS CALCULATIONS CORCORAN UTILITY LAYOUT C3.1 DATE PROJECT # PROJECT STATUS DRAWN BY CHECKED BY 2018 BKBM Engineers 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. C KEY PLAN Corcoran, Minnesota 55340 18180.20 Concept Edgewater Development Revisions No. Description Date 2018-04-26 WH TJC CONCEPT PHASE NOT FOR CONSTRUCTION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8c. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: August 14, 2020 for the August 27, 2020 City Council Meeting RE: Site Plan, Conditional Use Permit and Preliminary Plat for Eagle Brook Church for property at the northwest quadrant of Hackamore Road and CR 101 (PID 36-119-23-44-0008, 36- 119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119-23-44-0014) (city file no. 20-023) 120-DAY REVIEW DEADLINE:October 8, 2020 1.Description of Request The applicants are requesting approval of a site plan, conditional use permit and preliminary plat for a proposed place of worship. The facility is planned as a 70,000 sq. ft. single story structure with 1,500 seats in the worship auditorium, a lobby with cafe, an administrative area for approximately ten staff and a children’s ministry classroom area for weekend kid’s programming use. 2.Planning Commission Review The Planning Commission held a public hearing on this item at their July 2, 2020 meeting. In addition to the applicant, there were 17 residents who spoke on these items. There were also a number of letters and emails (including one with a link to a petition) that were received and included in the packet or shared with the Planning Commission in advance of the meeting. All letters and emails were entered into the public hearing record. One resident spoke in support of the request, but the others were opposed to the request. Primary concerns were related to traffic, the size of the building, the number of parking stalls, the location of the building and parking relative to the Ravinia neighborhood, screening from existing homes, the color/architecture of the building, drainage and noise. The Planning Commission noted concerns about screening the facility from the existing neighborhood, lighting, traffic, noise, safety and questioned whether the church could have less parking. The Commissioners voted 4-0 to recommend denial of the site plan and conditional use permit. Staff noted that they needed to provide findings for denial and after discussion voted that the project did not meet the conditional use permit standards, specifically: 1.The building is too large and does not fit the neighborhood. 2.The use would be injurious to the use and enjoyment of other property in the vicinity for the permitted uses of the RSF-2 district. 3.There is not adequate street infrastructure on County Road 101 to support the project. The Commission voted 4-0 to recommend approval of the preliminary plat. Eagle Brook Church (city file 20-023) 2 August 27, 2020 3. Changes Since the Planning Commission: Following the Planning Commission meeting, the applicant asked the City to remove this item from the July 23rd City Council agenda, so that they could meet with residents to try to address stated concerns. The applicant submitted revised plans on August 10th and included this summary of discussions that occurred after the Planning Commission meeting, including two meetings with Ravinia neighbors and a Community meeting on July 29th at Hope Community Church. As result of these conversations, the church revised their plans to: • Reduced the number of parking stalls proposed from 850 to 844. • Reduced the height of the parking lot light poles from 30 to 20 feet. They indicate a willingness to work with the City’s public safety department to address when the site will be illuminated. • Increased building and parking setbacks on the north and west by shifting the building and relocating parking spaces. • Added berms and landscaping around the perimeter of the site, particularly on the north and west. The August 10th submittal includes a lengthy narrative and a number graphics to help individuals visualize the final development. They also updated the site plan, grading plan, landscape plan, lighting plans and building plans to address these modifications. If the application were to be approved, all plans sheets would need to be updated to address the conditions of approval based on these revisions. 4. Analysis: Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments were incorporated into the Planning Commission staff report. In order to limit the packet size, only information received after the July 2nd Planning Commission materials are attached to this report. The 124-page July 2nd packet is available here. It is staff’s role to review applications for compliance with the duly adopted ordinances and policies and provide direction to the commissions and City Council. Staff did consult with the City Attorney on these issues both before and after the Planning Commission meeting. The proposed use is an allowed use in the RSF-2 district and when considering such a request, the City must first determine whether or not the ordinance standards are met. If the standards are met, the Council should approve the request. If the City finds that the ordinance standards are not met, then the City must determine whether or not there are conditions that could be applied to meet the standards or mitigate the impact of the use. Finally, if the City finds that conditions cannot be applied to mitigate the impact, then the City may deny the request and provide findings of fact for denial. The Planning Commission did provide findings of fact for denial, but did not complete the interim step by analyzing the issues to determine whether or not conditions could be applied to mitigate the impact of these concerns. Staff has summarized their findings of fact for denial as follows in the draft resolution: A. The building is too large and does not fit the neighborhood. Eagle Brook Church (city file 20-023) 3 August 27, 2020 B. The conditional use will be injurious to the use and enjoyment of other property in the immediate vicinity for the permitted uses of the RSF-2 district. C. Adequate public facilities and services are not available to accommodate the proposed use, specifically additional street improvements are required to support the use. There is not adequate street infrastructure on County Road 101 to support the project. If the Council finds that the ordinance standards have not been met and that conditions cannot be attached to the approval to mitigate the impact, then they may deny and provide findings not only regarding the conditional use permit standards that are not met, but why conditions cannot be applied to mitigate for them. We have summarized the key concerns raised at the Planning Commission and provided suggestions for how the stated concerns could be mitigated. Traffic Staff notes that the primary concern was traffic. The City Traffic Engineer completed a traffic study based on the plans provided by the applicant. The study did take into account existing and planned development in the corridor and accounted for lower traffic volumes during COVID-19 by referencing other recent data from the County and other traffic studies. The study recommended a number of improvements to ensure that the intersections on Hackamore and CR 101 function at an acceptable level of service. Staff remains confident in the results of the traffic study. The traffic engineer has provided a memo to address the traffic and methodology questions raised at the Planning Commission hearing. Additionally, a similar study was conducted by the cities of Corcoran and Medina as part of the planned Hackamore Road improvement project and that study provided the same findings. As a condition of approval, the applicant would be required to make a number of street improvements totaling approximately $1,625,000 in off-site improvements (assuming option 2 is selected) to mitigate for the impact of their project, including: a. Updated traffic signal and turn lane improvements at Hackamore/CR 101 b. County Road 101 turn lane improvements required for their new CR 101 access c. Turn lanes improvements on Hackamore for the entrance d. Their share of the Hackamore Road improvement costs Regardless of whether the larger Hackamore Road improvements planned by the cities of Corcoran and Medina are constructed, the applicant would be required to complete the improvements identified in the feasibility study as part of their project. Some questions were raised about the Lupine/Larkspur connection. This connection was planned and staff continues to recommend that we plan for that future connection by requiring dedication of the right- of-way, but deferring construction of the street to a later date. This is an important connection for both public safety and public works. The church is not planning any connection to this street, but if the Council is concerned that church members would try to access this street in the future or park on this street, they could attach conditions prohibiting church access to this street. Eagle Brook Church (city file 20-023) 4 August 27, 2020 Noise Concerns were raised about noise levels at the church. The church would be required to comply with MPCA noise standards. The facility is not proposing any outdoor services or activities. If the Council is concerned about noise impacts, they could include a condition banning outdoor services without City Council approval. Lighting The original lighting plan submitted by the applicant complied with ordinance requirements for light at the property line. They provided fixture details to ensure height and fixture cutoff requirements are met. Following the Planning Commission, the applicant revised the plan to reduce the fixture height from 30 feet to 20 feet to further reduce lighting impacts. The updated lighting plan continues to meet ordinance standards. If lighting is a concern, the Council could add a condition requiring the applicant to work with public safety to develop a lighting plan that limits the lighting when the facility is not in use. The applicant indicated a willingness to work with the City to develop a plan that meets public safety standards. Landscaping The plan meetings the minimum ordinance requirements for number of trees, but must be modified to include planting of shrubs around the perimeter of the parking lot to screen headlights. While the ordinance does not require adjacent uses to be fully screened, the applicant has revised the landscaping plan since the Planning Commission meeting. The revised plan added berming and landscaping on the north and west portion of the site to try to address concerns from the neighborhood. Building The building exceeds all setback requirements for the RSF-2 district. Since the Planning Commission meeting, the applicant has revised the plans to increase the building setbacks: Location City Requirement Original Set Backs Revised Plans West Parking Lot Setback 10 feet 68 feet 119 feet West Building Setback 30 feet 226 feet 254 feet North Building Setback 20 feet 60 feet / 70 feet 103 feet / 74 feet North Parking Lot Setback 20 feet 52 feet 71 feet The applicant provided colored renderings for the Planning Commission that showed an orange building where the plans show a tan building. Due to the City Hall closure we do not have actual material samples at this time but have included a condition that final material samples be provided for City review and approval. The Council could include a condition requiring that the building be designed using neutral tones and that bright colors will not be approved. Eagle Brook Church (city file 20-023) 5 August 27, 2020 Parking There were concerns raised about the location and number of parking stalls. Since the Planning Commission meeting, the applicant has revised the plans to reduce the total number of stalls from 850 to 844 stalls and has increased the setback from the north and west property lines as shown in the table above. Like the discussion about the building, the Council could require a greater setback to provide an opportunity for additional landscaping. The number of parking stalls exceeds minimum ordinance requirements, but the city does not have a maximum number of parking spaces allowed. 5. Summary: The City Council should complete the analysis to determine whether conditions could be applied to mitigate the concerns raised by the Planning Commission and residents. Following that analysis, the City Council has two options: a. Adopt a recommendation for denial, as recommended by the Planning Commission. The findings of fact should be expanded to address what code requirements cannot be met and why it/they cannot be mitigated with conditions. OR b. Adopt a recommendation for approval to include any mitigation requirements deemed appropriate, as recommended by staff. Staff continues to recommend approval of the request based on the finding that that conditions can be included to mitigate the impact of the development. The attached draft resolution for approval includes redlines to show additional conditions added after the Planning Commission meeting to address concerns noted at the Public Hearing. 6. Recommendation: The City Council should act on one of the two options below: OPTION 1 – Planning Commission Recommendation 1. Adopt Resolution 2020-63 Denying the Site Plan and Conditional Use Permit 2. Adopt Resolution 2020-64 Approving the Preliminary Plat OR OPTION 2 1. Adopt Resolution 2020-63 Approving the Site Plan and Conditional Use Permit 2. Adopt Resolution 2020-64 Approving the Preliminary Plat Eagle Brook Church (city file 20-023) 6 August 27, 2020 Attachments 1. Resolution 2020-63 Denying Site Plan and Conditional Use Permit 2. Resolution 2020-64 Approving Preliminary Plat 3. Resolution 2020-63 Approving Site Plan and Conditional Use Permit 4. Site Location Map 5. Memo from Transportation Engineer dated August 17, 2020 6. Applicant Narratives received August 10, 2020 7. Site Plan received August 10, 2020 8. Grading Plan received August 10, 2020 9. Landscape Plan received August 10, 2020 10. Building Plans received August 10, 2020 11. Building Elevations received August 10, 2020 12. Lighting Plan received August 10, 2020 13. Screening Plan Graphic received August 10, 2020 14. Letters from Residents received after June 22, 2020 (all earlier correspondence is found in the July 2nd Planning Commission packet) City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 1 of 3 Motion By: Seconded By: DENYING A SITE PLAN AND CONDITIONAL USE PERMIT FOR EAGLE BROOK CHURCH FOR PROPERTY AT THE NORTHWEST QUADRANT OF HACKAMORE ROAD AND CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119- 23-44-0014) (CITY FILE NO. 20-023) WHEREAS, the Eagle Brook Church has requested site plan and conditional use permit approval for the construction of a 70,000 square foot worship facility on property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the site plan and conditional use permit at a duly called Public Hearing and recommends denial; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does deny the request for a site plan and conditional use permit, based on the finding that the Conditional Use Permit Standards in Section 1070.020 of the Zoning Ordinance have not been met. Specifically: 1. The building is too large and does not fit the neighborhood. 2. The conditional use will be injurious to the use and enjoyment of other property in the immediate vicinity for the permitted uses of the RSF-2 district, because of the change in the residential character of the neighborhood due to the size of this facility and the impact on adjacent streets from the peak traffic flows from the use. 3. Adequate public facilities and services are not available to accommodate the proposed use, specifically additional street improvements are required to support the use. There is not adequate street infrastructure on County Road 101 to support the project. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 2 of 3 Whereupon, said Resolution is hereby declared adopted on this 27th day of August 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 3 of 3 ATTACHMENT A The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. And The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 5th Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. And The South 700 feet of that part of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-64 Page 1 of 3 Motion By: Seconded By: APPROVING A PRELIMINARY PLAT FOR EAGLE BROOK CHURCH ON PROPERTY AT THE NORTHWEST QUADRANT OF HACKAMORE ROAD AND COUNTY ROAD 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119-23- 44-0014) (CITY FILE NO. 20-023) WHEREAS, the Eagle Brook Church has requested preliminary plat approval for the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the submitted preliminary plat 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 approve the request for preliminary plat subject to the following findings and conditions: 1. A preliminary plat is approved to allow the creation of one lot and one outlot, in accordance with the application and plans received by the City on May 19, 2020 and additional material received on June 10, 2020 and revision received on August 10, 2020, except as amended by this resolution. 2. Park dedication is not required for religious institutions. However, the applicant must provide the required trail easements on Hackamore Road and County Road 101. 3. The application shall comply with all conditions in the City Engineer’s memo dated June 24, 2020. 4. The application is subject to the review and approval by Hennepin County. The applicant shall comply with any conditions of approval from the letter from the County dated June 18, 2020. 5. The applicant shall provide the required wetland buffer, buffer setback and buffer monuments in compliance with Section 1050.10, Subd. 5 of the Zoning Ordinance. a. The plans must be revised to show the wetland buffer, the wetland buffer setback and the wetland buffer signs and submitted for City review and approval. b. The wetland buffer planting must be installed as required by the ordinance. c. The applicant must provide a wetland buffer maintenance plan for review and approval by staff. d. Drainage and utility easements shall be provided over the wetland and wetland buffer. City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-64 Page 2 of 3 e. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance prior issuance of building permits. f. Wetland signs shall be purchased from the City. g. Wetland buffer signs must be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge as shown on the preliminary plat. h. The final locations must be inspected and approved by City staff. 6. The wetland delineation and wetland mitigation plan must be approved prior to final plat approval. The preliminary and final plat must reflect the approved delineation. 7. There is a public driveway agreement easement and utility easement on the property that will need to be vacated/released prior to approval of the final plat. If the applicant is unable to obtain approval from all affected parties after a good faith effort, staff and the City Attorney will work with them to provide an acceptable alternative for Council approval. 8. Approval of the preliminary plat shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 27th day of August 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-64 Page 3 of 3 ATTACHMENT A The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. And The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 5th Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. And The South 700 feet of that part of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 1 of 5 Motion By: Seconded By: APPROVING A SITE PLAN AND CONDITIONAL USE PERMIT FOR EAGLE BROOK CHURCH FOR PROPERTY AT THE NORTHWEST QUADRANT OF HACKAMORE ROAD AND CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44- 0013, 36-119-23-44-0014) (CITY FILE NO. 20-023) WHEREAS, the Eagle Brook Church has requested site plan and conditional use permit approval for the construction of a 70,000 square foot worship facility on property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the site plan and conditional use permit at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan and conditional use permit, based on the following findings and conditions: 1. A site plan amendment and conditional use permit is approved to allow construction of an approximately 70,000 square foot worship facility with associated uses and parking, in accordance with the application and plans received by the City on May 19, 2020 and additional material received on June 10, 2020 and revisions received on August 10, 2020, except as amended by this resolution. 2. All plan sheets must be updated to be consistent with the August 10, 2020 revised plans. 3. Approval is granted for development on Lot 1 only. Any further subdivision or development of Outlot A must be processed in accordance with City regulations, prior to development. 4. A conditional use permit for the worship facility is approved, based on the finding that the standards in Section 1070.020 of the Zoning Ordinance have been met. Specifically: a. The church facility is consistent with the types of uses typically found in residential districts, which includes educational facilities, government facilities and places of worship. b. The church facility complies with all ordinance standards for development in the RSF-2 district standards. Churches have historically been located in residential neighborhoods and there is no empirical data to suggest that it would be detrimental to the public health, safety, morals or comfort in the community. c. The church will not be injurious to the use and enjoyment of other property in the immediate vicinity for the permitted uses in the RSF-2 district. Staff is not aware of any evidence to suggest that the development will diminish or impair property values in the neighborhood. City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 2 of 5 d. The development will not impede normal and orderly development for uses permitted in the district. The surrounding properties have developed on the north and west as Ravinia residential development and public streets border the east and south property lines. The project will access existing streets and will allow for a future street connection through the northern portion of the site. That street right-of-way will be dedicated when the church is built and will be constructed as a new street when the outlot is developed in the future. e. Adequate public facilities are available to serve the site and the development will need to pay for improvements on adjacent public streets. f. The conditional use conforms to the regulations in the RSF-2 district with the conditions noted in the staff report and draft resolution. g. With conditions noted in the staff report and draft resolutions, the use will conform to the performance standards in the Zoning Ordinance. 5. The applicant must comply with the public safety memo dated June 24, 2020. 6. The applicant must provide detailed plans to show compliance with Section 1060.050 of the Zoning Ordinance which limits curtain wall panels of steel, fiberglass and aluminum (non- structural, non-load bearing) to 20% of any wall surface (excludes overhead doors). Plans must be revised to show material percentages. 7. The applicant must provide a material sample board with proposed colors for review and approval by the City. 8. The applicant must provide detailed drawings to ensure that mechanical equipment is screened as required by Section 1060.030. 9. The applicant shall provide lighting fixture cut sheets and pole details to ensure cut-off fixture requirements and maximum pole height requirements are met. 10. The plans shall be revised to provide a pedestrian route via sidewalk from the trails planned on Hackamore Road and County Road 101 to the front entry to the facility. 11. Clear pedestrian routes shall be provided from the large parking lots on the south to the front entry to the facility. 12. A snow storage plan shall be submitted for review and approval by staff. 13. The landscape plan shall be revised to provide a 3-foot high landscape screen of either existing vegetation or new screening around the perimeter of all parking areas as required by the Zoning Ordinance. 14. Underground irrigation is required for all new non-residential development. An irrigation plan must be submitted for City review and approval. City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 3 of 5 15. A sign permit with additional details about sign lighting will be required to be submitted prior to sign construction. 16. FURTHER, that the following conditions be met prior to issuance of building permits: a. The applicant shall comply with the preliminary plat (Resolution 2020-64) conditions. b. The applicant shall submit any and all necessary permits to Hennepin County for septic system abandonment on site and provide proof of application to the City. c. The applicant shall submit any and all necessary permits to the State of Minnesota for the construction of a well and provide proof of application to the City. d. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. e. Record the approving resolution and required easements at Hennepin County and provide proof of recording to the City. f. Drainage and utility easements in recordable form must be provided to the city in recordable form for review and approval by the City Attorney. g. Enter into a development contract and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. i. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. 17. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 4 of 5 Whereupon, said Resolution is hereby declared adopted on this 27th day of August 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran August 27, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 5 of 5 ATTACHMENT A The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. And The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 5th Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. And The South 700 feet of that part of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota Hennepin County Natural Resources Map Date: 4/14/2020 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 1 inch = 400 feet Legend FEMA Floodplains - 100 Year A AE FLOODPLAIN AH AO AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 3611923440008 Address: 6301 CO RD NO 101, CORCORAN Owner Name: JTC LLC ET AL Acres: 5.2 ¯ Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, City of Corcoran From: Ed Terhaar, Wenck Associates, Inc. Date: August 17, 2020 Subject: Traffic Study Response Memo for Eagle Brook Church I hereby certify that this 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. ____________________________ DATE: August 17, 2020 Edward F. Terhaar License No. 24441 This memo presents responses to comments raised at the Planning Commission meeting for Eagle Brook Church. Comment: A resident stated that the software used has a 30% margin of error. Response: The Synchro software used for the intersection analysis is an industry standa rd for traffic analysis studies. The software is based on the Highway Capacity Manual (HCM) methods developed by the Transportation Research Board. The capacity analysis methods have been tested with real world data over a period of decades to ensure the analysis procedures are accurate. Cities, Counties, and MnDOT all accept traffic impact study results completed using the Synchro software. While there may ultimately be slight differences between the traffic forecasts and future volumes, we are not aware of a 30% margin of error. Comment: The traffic study was faulty because it did not count Hy-Vee and did not consider other growth planned in the area. Response: The traffic volume data collected at the intersections included traffic generated by nearby uses, including HyVee. Using MnDOT data, hourly adjustment factors were developed and applied to the current weekday data, resulting in reasonable estimates for the Wednesday evening, Saturday, and Sunday time periods. Comment: Asked why other unsignalized intersections (like Gleason/101 and Hackamore/Steeplechase) were not included. Response: The proposed project will have the greatest impact at the access locations on Hackamore Road and CSAH 101 and the nearby signalized intersections. Roadway improvements are being considered at the Hackamore Road/Steeple Chase Lane intersection as part of the Hackamore Road reconstruction project. Turn lane improvements were made at the CSAH 101/Gleason Parkway intersection as part of the Ravinia development. We do not anticipate any significant impacts at these unsignalized intersections and therefore they were not included in the study. Kevin Mattson City of Corcoran August 17, 2020 2 Comment: A number of speakers expressed concerns about the potential for traffic cutting through Ravinia and Wild Meadows. Response: The shortest route to and from the site is via the access points on Hackamore Road and CSAH 101. Residential streets are designed for lower speeds and therefore do not provide any advantage to motorists traveling to and from the site. Neighbors who attend the church services will travel on local streets to the access points. Comment: Asked for a new independent traffic study. Response: Wenck was hired by the City to do the study instead of the developer. The WSB firm did a similar study related to the Hackamore Road design that provided the same results. Based on the similar results of the two studies, a third study would not likely produce different results. Comment: Several speakers commented that if the project were allowed to proceed, there would be significant delays at the intersections, which would prohibit residents from getting out of the neighborhood. Response: As described in the study, all movements at the CSAH 101/Hackamore Road intersection operate at Level of Service (LOS) C or better under existing conditions and LOS D or better under all future scenarios. The average delay per vehicle at a signalized intersection for LOS C is 20 to 35 seconds and 35 to 55 seconds for LOS D. The change in delay due to the project will not cause significant additional delays compared to existing conditions. Comment: Residents asked if Hennepin County had a role in developing or reviewing the data in the traffic study. Response: Hennepin County reviews the proposed access locations to determine acceptability using information from the project, including the traffic study results and the overall feasibility study. Hennepin County will have the final say on any proposed improvements on CSAH 101. Comment: There were general comments questioning the traffic study methodology and findings. Response: The traffic study was completed following standard traffic engineering procedures. Traffic forecasts were developed using existing data and trips generated by the proposed project and other nearby developments. The impacts of traffic generated by the proposed project were determined by examining the level of service at each intersection. Recommendations for improvements were developed based on the analysis results and were presented in the report along with documentation of the study process. Community Engagement Timeline & Narrative In 2018, Eagle Brook Church (EBC) began hosting services at the Wayzata High School on Sundays as a mobile site. EBC is proposing to build their 7th permanent campus on the Southwest corner of County Road 101 and Hackamore Road. Throughout this process, EBC has worked closely with the City of Corcoran to meet code requirements and went before the Planning Commission on July 2. Below is a timeline and narrative of how EBC has heard and addressed the concerns of the residents of surrounding neighborhoods. June 24 - EBC was made aware of neighborhood concerns by residents of the Ravinia Neighborhood and city staff. EBC was aware there were concerns about the proposed plan. This is common when we build in a new area. Steph Hauber and Manoj Thomas spoke about concerns. EBC felt we would be able to address concerns within our application and during the presentation portion of the planning commission meeting. July 2 - Planning Commission Meeting After the planning commission meeting, the EBC team prepared a community engagement plan based on the concerns and suggestions brought up by the surrounding neighbors as well as suggestions from council members. July 7 - Meeting with Council Member Jon Bottema Mr. Bottema recommended that EBC meet with neighbors and that he would be willing to start the initial conversation which started on July 8. July 8 - Meeting with Council Member Brian Lother Mr. Lother was pleased to hear that there was a plan to meet with surrounding neighbors and expressed his understanding of the situation we were in. July 11 - Meeting in person with Ravinia neighbors This meeting was held at the Nichol’s home. Jeremy and SarahJane Nichols, Jonathon Coots and Manoj Thomas where the neighbors that were present. Gari Pisca (Executive Director of Operations), Tyler Gregory (Executive Pastor) and Jason Strand (Senior Pastor) were present from Eagle Brook. EBC heard the concerns of the neighbors and was also able to share our commitment to be a great neighbor and that we would work to meet concerns as the site allows (see attached summary of meeting). July 14 - EBC meets with Brad Martens and Kendra Lindahl & applies for an extension with the City Community Engagement Timeline & Narrative During this meeting, EBC officially requested an extension and discussed next steps for a community engagement plan. - Eagle Brook Church FAQ completed (see attached FAQ) The objective of this document is to provide information and answer questions regarding Eagle Brook Church and the “why” behind our strategies based on what we heard at the planning commission meeting. July 21 - Meeting with Corcoran Public Safety Director & Lieutenant Burns (see detailed traffic summary attached) During this meeting, Steph Hauber and Wes Pederson (Director of Safety and Security at EBC) spoke with Matt Gottschalk and Ryan Burns. We shared our proposed traffic management plan and discussed in detail how traffic would be handled on and off site at our proposed location. July 24 - Sent FAQ and Video to Council Members Jason Strand recorded a video introducing EBC and sharing the why behind our desire to be a part of the Corcoran Community. This video, along with the FAQ document, was sent to Council Members along with an invitation to connect about the changes we made to the proposed plan that addressed concerns. Click HERE to access the video and FAQs. July 27 - Follow Up & Proposed changes with Ravinia Neighbors On Monday July 27, Jason Strand, Gari Pisca, Tyler Gregory and Steph Hauber met with SarahJane and Jeremy Nichols, Manoj Thomas and Jonathan Coots to give them a preview of the changes made based on the concerns shared at the initial meeting on July 11. More feedback was given and further changes to landscape and screening were addressed. - Medina PD Connect (see detailed traffic summary attached) July 29 - Community Meeting A community meeting was held at Hope Community Church on Wednesday July 29 from 7:30-8:30pm. There were 25 community members (including 2 Council Members) in attendance with 51 in attendance via Zoom webinar. Eagle Brook Church presented proposed changes and responses to concerns and suggestions from neighboring communities. We also hosted a Question and Answer section that gave surrounding neighborhood residents a chance to ask questions. Residents who spoke were from Corcoran as well as Medina (specifically from Wild Meadows). We also took questions from attendees via Zoom. EBC felt this meeting was very productive and allowed us to share answers to concerns as well as hear additional concerns that we have been working to address (both the FAQ post Community Meeting document and proposed plan presented at the Community Meeting are attached). July 31 - Meeting with Mayor Thomas https://eaglebrookchurch.com/corcoran-update/ Community Engagement Timeline & Narrative Mayor Thomas was unable to attend the Community Meeting and asked to meet to hear EBC’s proposed changes. Steph Hauber and Tyler Gregory met with the Mayor and shared our changes and answered any outstanding questions he had. August 5 - Meeting with Council Member Alan Schultz Mr. Shultz was unable to attend the Community Meeting and asked to meet to hear EBC’s proposed changes. Steph Hauber and Gari Pisca met with Mr. Schultz and shared our changes and answered any outstanding questions he had. August 10 - Updated CUP application plan submitted to City of Corcoran for their review. August 27 - City Council Meeting Eagle Brook Church FAQ – Post Community Meeting Traffic Concerns Within Surrounding Communities (Medina, Plymouth & Maple Grove) Eagle Brook Church places a very high value on creating healthy relationships with the local police departments within the communities that surround our church locations. The Corcoran location is unique in that there are four communities closely connected in one geographical location. Below is a brief outline that shows the proactive efforts Eagle Brook has taken in engaging with and establishing relationships in the City of Corcoran as well as the surrounding communities. EBC has engaged in conversations with: Plymouth Chief Mike Goldstein (Fall 2017 to Current) Corcoran Public Safety Director Chief Gottschalk & Lieutenant Ryan Burns (July 21) Medina Chief Jason Nelson (July 27) Maple Grove Chief Erik Werner (August 4) In all of our conversations with local Law Enforcement agencies, we’ve had a positive response to our on and off site plans. All are confident that our traffic management plan is well thought out and more than reasonable. Eagle Brook Church is committed to: o manage in-lot traffic flow with trained volunteers to allow for smooth arrival and exit flow o post signage in the parking lot for attenders to see as they leave, reminding them to not use residential roads o educate our attenders via communication from the platform, the need to not use residential roads o place temporary signage at the neighborhood entrances (Ravinia and Wild Meadows) to notify traffic that there should be no through traffic and is limited to residential traffic only o if necessary, we are committed to partnering with the police to increasing patrols throughout the neighborhoods We discussed placing a police officer at the entrances of the neighboring communities with the Medina and Corcoran Police Chiefs. Both stated that this is not something they can participate in due to having no legal ability to stop or validate cars that enter these public roadways. **more details on the specific conversations can be found in our Traffic Safety Community Engagement Plan that is part of the application** Outlot A Eagle Brook Church has committed to public record that we will not expand our building or parking lot into Outlot A. We are committed to tear down the current, vacant structure that poses a risk to surrounding neighborhoods if it remains. We are also committed to clean up the overgrown landscape and leave Outlot A as close to its natural state as possible. There will be some site work that will need to be done due to the utility connection and dedicated right of way from Lupine to Larkspur. We are also willing to add a paved trail for the neighborhoods to enjoy, if the city will allow. There have been Eagle Brook Church FAQ – Post Community Meeting conversations with the city regarding a conservation easement, however the city does not believe that is in the best interest of public safety. Lighting On a site as large as ours – there is a small amount of light that stays on throughout the night for safety reasons. We are committed to work with City and Public Safety Department to determine the on/off times and the amount of illumination to minimize impact. We have decreased our pole height to 20 feet which is 10 feet below the allowable height. South Parking Lot We understand that headlights exiting our site are a concern to the neighborhoods to the South of our site. Below is a sightline from our exit on Hackamore to the houses directly south of our parking lot. Because there is a 20’ elevation difference from the exit on Hackamore to the houses in Wild Meadows, we believe the headlights will shine into the hill rather than the houses. See image below. Eagle Brook Church FAQ – Post Community Meeting Eagle Brook is open to discussing evergreen tree placement within the conservation easement beyond the property lines in Wild Meadows to help with screening. We are currently seeking information from the Wild Meadows HOA. Building Size and Scale Two years ago, EBC started a mobile site in the Wayzata Highschool. We’ve seen steady growth over those two years and because of our history, we anticipate growth to continue as we move from a mobile site to a permanent site. As stated, although we averaged attendance numbers around 1000 people on a weekend, we would expect this to grow to 3000 within a few years. It is for this reason, and future growth that the proposed Eagle Brook site is established at the current scale. The welcome factor plays a huge role in having a good experience at church and is another reason we build our spaces to the size and scale we do. Our spaces create a first impression from the minute people drive into our parking lots, see our buildings, walk through our doors, find a cup a coffee and navigate their way to their seat. This first impression is something that happens whether it’s a first-time attender or someone who has been attending for many years. Eagle Brook Church is a family focused church. We provide kids services (large and small group) on the weekends that are age appropriate from Birth – 5th grade. Our kids’ spaces are bright and colorful, easy to navigate and fun. We want kids to love church and dedicate an entire part of our building to our kids’ ministry. Site Plan Changes Location City Requirement Original Set Backs Proposed Changes West Parking Lot Set Back 10’ 68’ 119’ West Building Set Back 30’ 226’ 254’ North Building Set Back 20’ 60’ / 70’ 103 / 74 North Parking Lot Set Back 20’ 52’ 71’ Eagle Brook was able to shift the building south and east. Most of the setbacks have changed, with the most significant change on the west parking lot. We reallocated parking from the very west side as well as the north side to the most southern lots. We were then able to gain 40 feet of green space with a total of 119 feet between the west property line and the parking lot. There is 254 feet between the west parking lot and the building. We have also increased the tree coverage along the West property line and are adding a berm. On the North property line, we have increased tree screening on top of the already 17’ berm that naturally occurs on the site. Eagle Brook Church FAQ – Post Community Meeting JULY 2020 SEC T I O N BPROPERTY LINEMIX OF EVERGREEN & DECIDUOUS TREES AND SHRUBS +/- 40’ 8’-14’ at planting OPEN LAWN PARKING EXISTING TREE STAND SECTIO N A Landscaping RESIDENTIAL LOT 995992 998 990 LANDSCAPING NEW CHURCH BUILDING 21’ EXAMPLE BERM IMAGES 995 998 990 992 1002 (+7’) 1008 (+13’) 990 (-5’) 1010 (+15’) SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE VIEW 1 VIEW 2 VIEW 3 SECTION A PROPERTY LINEMIX OF EVERGREEN & DECIDUOUS TREES AND SHRUBS+/- 40’ 8’-14’ at planting OPEN LAWN LOADINGEXISTING TREE STAND RESIDENTIAL LOT 995994 1005 1012 NEW CHURCH BUILDING 21’ SECTION B SCREENING PROPERTY LINERIGHT OF WAY 20’ PROPOSED HEIGHT 30’ ALLOWABLE HEIGHT 25’ DESIGNED HEIGHT PROPERTY LINE+/- 40’ CHURCH PROPERTY EXISTING TREE STAND RESIDENTIAL LOT 1002 978 SECTION C PROPERTY LINEWILD MEADOWS CONSERVATION AREA HACKMORE ROADEXISTING TREE STAND PROPERTY LINEPROPERTY LINEBERGMOT DRIVE SECTION C Traffic Safety Community Engagement Eagle Brook Church places a very high value on creating healthy relationships with the local leadership within the communities that surround our church locations. Specifically, we feel strongly about establishing and maintaining great relationships with the local Law Enforcement agencies to ensure necessary steps are taken to be great members of the communities in which we exist. The Corcoran location is unique in that there are four communities closely connected in one geographical location. Below is a brief outline that shows the proactive efforts Eagle Brook has taken in engaging with and establishing relationships in the City of Corcoran as well as the surrounding communities. POILCE/PUBLIC SAFETY DEPARTMENTS COMMUNICATION TIMELINE Fall 2017 to Current – Plymouth Chief Mike Goldstein In the Fall of 2017, Wes Pederson (EBC Safety & Security Director) met with Chief Goldstein at the Plymouth Police Department, to make an introduction and to share Eagle Brook’s approach to safety and security as it related to the temporary mobile campus in the Wayzata Highschool. During this conversation, traffic safety and the security were discussed. Since this meeting the relationship and partnership that Eagle Brook has with the Plymouth Police Department has been mutually beneficial and very healthy. Eagle Brook currently partners with the Plymouth Police Department by paying for the presence of an off-duty officer who is on-site during at all weekend services and major events. When Chief Goldstein was informed that we may be looking to build a permanent site outside of the city of Plymouth, he expressed that while he understood that our mobile site at the High School was temporary from the start, he was disappointed to learn that we would no longer have a presence in the city of Plymouth as “Eagle Brook has been an important piece of our collective fabric here in Plymouth and we truly value the partnership”. July 21st – Chief Matt Gottschalk & Lieutenant Ryan Burns Steph Hauber (EBC Expansion Director) and Wes Pederson (EBC Safety & Security Director) met with Chief Gottschalk and Lieutenant Burns via Zoom to introduce ourselves. In an effort to seek partnership and input into how we would handle traffic safety and traffic management, we shared our proposed traffic management plan. This plan included the request for Eagle Brook to hire (and pay for) two police officers for Off-Duty work, to help with the traffic management during services and key event times. Chief Gottschalk and Lieutenant Burns appreciated our proactive level of engagement and felt that what we shared in terms of Traffic Safety and Management was “more than reasonable” and “well planned”. Chief Gottschalk shared that our plan, along with the road improvements that Eagle Brook will be working with the city/county on, should mitigate any reasonable traffic safety concerns that may exist. However, one of the elements in the traffic safety plan that we presented, was to place an officer at the entrance to the Ravinia (Corcoran) and Wild Meadows (Medina) to resolve the concern that some of the neighbors expressed regarding their fears that our attenders would travel through their neighborhoods to avoid potential traffic congestions. Chief Gottschalk shared that he did not feel that an officer was necessary but also not legal as he has no legal ability to stop or even validate cars that enter the neighborhoods because they are public roadways. We agreed this element of the traffic safety plan Traffic Safety Community Engagement needed to be removed. We have had several conversations with Chief Gottschalk since this initial meeting to keep him abreast of further community questions and/or concerns. July 27th – Medina Chief Jason Nelson Wes Pederson (EBC Safety & Security Director) spoke with Chief Nelson via phone to introduce ourselves and to share our desired effort to build an Eagle Brook Church campus in the proposed Corcoran location. As a part of this conversation, our proposed plans for traffic management was also shared. Additionally, to be as transparent as possible, the existing/ongoing conversations with Corcoran Chief Gottschalk was also shared with Chief Nelson. Chief Nelson supported Chief Gottschalks openness to partner with each other when/if needed to support Eagle Brook Church. August 4th – Maple Grove Chief Erik Werner Wes Pederson (EBC Safety & Security Director) spoke with Chief Werner via phone to introduce ourselves and to share our desire to build an Eagle Brook Church campus in the proposed Corcoran location. As a part of this conversation, our proposed plans for traffic management was also shared. Additionally, to be as transparent as possible the existing/ongoing conversations with Chief Gottschalk and Chief Nelson were shared with Chief Werner. When asked if he would be interested in joining Eagle Brook in a meeting(s) in which all four Chiefs of Police get together to partner with each other and Eagle Brook in the effort to ensure safe traffic management, he was very interested in such a partnership discussion. EAGLE BROOK CHURCH ENTRY HACKAMORE RD AND COUNTY ROAD 101 WEST ELEVATION NORTH ELEVATION LUPINE LANE G O L D E N R O D T R A I LSTEEPLE CHASE LANE HACKAMORE RD CR101GLEASON RD BERGAMONT DRSTEEPLE CHASE LN Eagle Brook ChurchCommunity Meeting Tyler GregoryExecutive Pastor Updated Site Plan and Details of Project Question & Answer Stations Addressing ConcernsEagle Brook’s Vision for the West Metro Jason StrandSenior Pastor Sight LinesParkingTrafficOutlotAFour Primary Concerns Steph HauberExpansion Director Overall Site PlanScale & Location of Parking Original Set Backs (7/1/2020) Concept Plan (4/23/2020) Proposed Set Backs Location City RequirementOriginal Set BacksProposed ChangesWest Parking Lot Set Back10’68’119’West Building Set Back30’226’254’ North Building Set Back20’60’ / 70’ 103’ / 74’North Parking Lot Set Back 20’52’71’ Screening and LandscapeTreesBermsNatural Elevation ChangesSightlines Light Plan Fixture Placement & Light ThrowCampus Expample Outlot A Proposed Trail Traffic Management Plan Traffic Management PlanTraffic Study Traffic Management PlanStandard Operations Entrance Traffic FlowExit Traffic FlowEntrance Traffic Control(30 mins prior to service)Exit Traffic Control(30 mins post service)Traffic FlowPublic RoadwayTraffic ControlIn Lot Traffic(EBC Volunteer ) Traffic Management PlanNeighborhood Concerns Jason StrandSenior Pastor Steph Hauber–Expansion DirectorGariPisca –Executive Director of OperationsJason Strand –Senior Pastor Tyler Gregory –Executive PastorQuestion & Answer Questions?Questions? Feel free to gather more information at the stations outside. If you have any further questions or suggestions, please drop a note card in one of the suggestion boxes or email expansion@eaglebrookchurch.com.We will follow up with you soon!Thank you! Neighborhood Community Notes – July 11, 2020 Objective: To hear neighbors’ concerns and share EBC heart The following are the main concerns heard from this group of neighbors: TRAFFIC: There is concern for the 101 and Hackamore roadway, but the greater concerns isn’t the traffic on that road, but the fact that the traffic COULD spill into their neighborhood Through traffic is not wanted and assumed to be dangerous Concern that people may PARK in the neighborhood Biggest concern is utilization of Gleason off of 101 if/when 101 is backed up Concern of U turns in hackamore to get back out to 101 DEVELOPMENT OF OUTLOT A: Neighbors understand there is no current development -took exception to the words “no planned development” Want assurance that there will NEVER be development Suggested the following o Dedicate to city o Create a park PARKING: Too much and too close Very displeased that the parking is as close to the residents as it is. Would like to see it pushed to the East side of the lot Underlying concern on garbage as well – recognize we need to have garbage- want it facing a different direction Fear that Outlot A would be used for future parking if needed PRIVACY/SCREENING: Concern that EB was going to be an eye sore - /impede their quiet enjoyment of everything. See the traffic/lot activity Concern that we will impede their quiet enjoyment of their neighborhood There was interest about what other land have we worked on/investigated. Desired an accounting of all other lands we have pursued. Concern that the city wasn’t cooperative or collaborative on finding sites. We assured them that we did NOT feel like that was the case. We’ve been working with the city for quite a while and there were numerous issues that prevented other sites. o Utility access o Seller cooperation/interest o Zoning concerns o Egress/accessibility issues o Wetland concerns/site size & fit Eagle Brook Church FAQ Building Size and Scale Two years ago, EBC started a mobile site in the Wayzata Highschool. We’ve seen steady growth over those two years and because of our history, we anticipate growth to continue as we move from a mobile site to a permanent site. As stated, although we averaged attendance numbers around 1000 people on a weekend, we would expect this to grow to 3000 within a few years. It is for this reason, and future growth that the proposed Eagle Brook site is established at the current scale. The welcome factor plays a huge role in having a good experience at church and is another reason we build our spaces to the size and scale we do. Our spaces create a first impression from the minute people drive into our parking lots, see our buildings, walk through our doors, find a cup a coffee and navigate their way to their seat. This first impression is something that happens whether it’s a first-time attender or someone who has been attending for many years. Eagle Brook Church is a family focused church. We provide kids services (large and small group) on the weekends that are age appropriate from Birth – 5th grade. Our kids’ spaces are bright and colorful, easy to navigate and fun. We want kids to love church and dedicate an entire part of our building to our kids’ ministry. Parking Lot Eagle Brook church locations are typically significantly larger than your standard community church. Because of the attendance we typically see, we know a well thought out parking lot is vital to our success and the experience of the attender and the community. We must create a high-quality experience from beginning to end; this includes the parking lot and traffic flow. Of course, a large number of attenders, means that we have a higher volume of cars to move into and out of our site location. Eagle Brook has monitored these conditions for years and we know that an ideal site has more than ample parking stalls to accommodate our guests. Larger number of stalls allows: - Everyone to find a space without competing for the remaining spots - Provides onsite queueing (an important factor as services end and attenders leave our site) - Traffic can stack onsite, without blocking through traffic Note: Although we do strive to reach an ideal 1.6 ratio (1 stall for every 1.6 adults in our auditorium) whenever possible, we feel confident that the current layout of 1.76 will provide the onsite parking that we need. With a facility this size we propose 850 parking stalls which is exceeds the code by 2.26. Lighting We are also dedicated to working with the City of Corcoran on appropriate lighting within our parking lot so that it is not a disruption to the surrounding communities. We would be willing to comply within guidelines that establish light limits- however, we know that keeping some lights on for emergency and safety/security is a deterrent to crime – both on our site and in the community. We have met city requirements and are willing to decrease the pole height to 20 feet from the original 30 feet. We are also willing to work with the city on how and when our lights are illuminated. Eagle Brook Church FAQ Traffic A unique consideration of our development is that most of our traffic is generated during off peak hours, meaning the traffic is occurring on an opposite schedule from peak utilization. This provides an ideal scenario for the location, refraining from adding traffic during the highest use – this factor is unlikely to be present with any other development. Traffic Study We also know that traffic movement to the site is an important aspect. To this end we have participated in an independent traffic study driven by the City of Corcoran as part of the due diligence of our site application. The traffic study: - Factors numbers of a mature campus and not the count of the current reality - Includes metrics that are based on fathered statistics on timing and flow of existing campuses and bases the data on real life experiences of individual behaviors - Found, with a few improvements, Eagle Brook could function on the site without degrading the traffic experience Note: Eagle Brook is willing to participate in paying for and implementing these improvements to the roadway infrastructure so that we can operate smoothly for our attenders and within the community. These improvements are not likely to occur until this land is developed and the residents will continue to wait for these future improvements until funding can be secured by another development (if not Eagle Brook). Landscape / Screening Eagle Brook Church is dedicated to working with the City of Corcoran to provide the appropriate amount of screening to the adjacent and neighboring communities. Being a good neighbor is a top priority for us and we are working tirelessly with our design team on landscaping considerations. We have established setbacks of that are well beyond code requirements and allow for additional greenspace to provide space and screening (see proposed changes below): Location City Requirement Original Set Backs Proposed Changes West Parking Lot Set Back 10’ 68’ 119’ West Building Set Back 30’ 226’ 254’ North Building Set Back 20’ 60’ / 70’ 103 / 74 North Parking Lot Set Back 20’ 52’ 71’ - The EBC Church site (Block 1) will be 27 Acres. Including the wetlands, the green space after construction will be 16 acres. Approximately 60% of the church site will be green space. - This does not include Outlot A, nor the dedicated right of way for a future street. - We’ve worked to keep our building profile from towering above neighborhoods and have similar heights and sightlines of surrounding household rooftops Eagle Brook Church FAQ Original Set Backs Proposed Set Backs Eagle Brook Church FAQ Neighborhood Connections There will be no connections from the Eagle Brook site to surrounding communities. This will limit all vehicular and foot traffic, other than the trail connections as designed by the city of Corcoran. Snow Plowing Plan EBC understands that because of the large parking lot, a detailed snow plowing plan is needed. We are dedicated to working with the City of Corcoran in creating a plan that takes into consideration the current conditions of the site and city required screening. Outlot A will not be developed by Eagle Brook Church. We are committed to NOT extending our parking lot or building onto Outlot A. We are open to, per city approval, to build a trail on the Southern end of Outlot A for the residents of the Ravinia neighborhoods. CSCS 995.45 995.46 995.96 995.82996.20996.26 996.42 996.54996.44996 .88 997.40 994. 2 3 994.98995.63 995.7 5 993.56994.46987.00 EDGE OF WATER AS MEASURED 3-18-2020 EXISTI N G BRID GE BITUMINOUS CURB B-STYLE CURB B-STYLECURBB-STYLECURBB-STYLECURBBITUMINOUS CURB CORCORANCITY LIMITS(PUBLIC ROAD)(PUBLIC ROAD)CORCORAN CITY LIMITS 42.1scan2830 NOPARKINGNOPARKING NOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKING NOPARKING NOPARKINGNOPARKING NOPARKINGFUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY PROPOSED BUILDING FFE=995.00 HH JB 26.0' 37.0' 26.0' 18.5'23.0 '9.0 'TYP26.0 '10.0 '15.7 '26.0 ' 26.0' 18.5' 26.0' 37.0' 26.0' 37.0' 26.0' 37.0' 26.0' 18.5' 14.3' 26.0' 26.0' 37.0' 26.0' 37.0' 26.0' 37.0' 26.0' 37.0' 26.0' 18.5'26.0'26.0 '26.0 ' 8.7'16.9'30.0 ' 18.5' 26.0' 37.0' 26.0' 8.7' 18.3'9.0 'TYP9.0 'TYP9.0 'TYP9.0 'TYP9.0 'TYP9.0 'TYP9.0 'TYP9.0 'TYP26.0'26.0 ' 25.0' 25 .0 '20.0'25.0'10.0'20.0'4.0 ' 31 28 21 21 24 40 40 40 40 40 40 40 40 40 40 40 4039 32 27 30 25.0' 100.0' 30.0'10.0'50.0'9.0 '5.0 '4.0 '5.0 '26.0'8.7' 5.0'5.7'5.7' 17.0' 5.0' CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS FUTURE ROAD ALIGNMENT CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS PEDESTRIAN RAMP TYP-SEE DETAIL WETLAND BUFFER-TYP WETLAND BUFFER-TYP WETLAND BUFFER-TYP 20' BUILDING & PARKING SETBACK WETLAND BUFFER-TYP 10' PARKING SETBACK 20' BUILDING & PARKING SETBACK CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE PAVEMENT TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL SEE HARDSCAPE PLAN BUILDING COLUMNS & CANOPY ABOVE-TYP SEE ARCHITECTURAL PLANS B612 CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL TYPICAL ADA PARKING STALLS SEE DETAIL DOUBLE SIDED ADA PARKING SIGN/ BOLLARD COMBO (6) TYP-SEE DETAIL DOUBLE SIDED ADA NO PARKING ACCESS AISLE SIGN/BOLLARD COMBO (3) TYP-SEE DETAIL ADA PARKING SIGN (2) TYP-SEE DETAIL ADA PARKING SIGN/BOLLARD COMBO (4) TYP-SEE DETAIL TYP ADA PARKING STALLS SEE DETAIL ADA PARKING SIGN/BOLLARD COMBO (4) TYP-SEE DETAIL 100' BUILDING & PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING & PARKING SETBACK FRONT ENTRY PLAZA SNOW STORAGE AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE AREA B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CURB CUT TYP-SEE DETAIL MONUMENT SIGN SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE AREA SNOW STORAGE AREA SNOW STORAGE AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL BIOFILTRATION BASIN TYP-SEE DETAIL BIOFILTRATION BASIN TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS MATCH EXISTING BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL PRE-TREATMENT SEDIMENTATION BASIN BOULDER RETAINING WALL REFER TO GRADING PLAN BOULDER RETAINING WALL REFER TO GRADING PLAN BOULDER RETAINING WALL REFER TO GRADING PLAN BOULDER RETAINING WALL REFER TO GRADING PLAN CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL DECORATIVE RETAINING WALL REFER TO GRADING PLAN SEE DETAIL DECORATIVE RETAINING WALL REFER TO GRADING PLAN SEE DETAIL DECORATIVE RETAINING WALL REFER TO GRADING PLAN SEE DETAIL FLAT CURB TYP-SEE DETAIL 3' TAPER 3' TAPER 10' TAPER 10' TAPER 10' TAPER FLAT CURB TYP-SEE DETAIL 10' TAPER FLAT CURB TYP-SEE DETAIL 3' TAPER 3' TAPERS TO FLAT CURB TYP-SEE DETAIL 3' TAPERS TO FLAT CURB TYP-SEE DETAIL 3' TAPER10' TAPER FLAT CURB TYP-SEE DETAIL 10' TAPER 10' TAPER FLAT CURB TYP-SEE DETAIL 3' TAPER 2 BOLLARDS W/ REMOVABLE CHAIN 2 BOLLARDS W/ REMOVABLE CHAIN 18.5' 20.0' 40 40 31 36.0 ' N SCALE IN FEET 0 50 100 Consultants LOUCKS PROJECT NO. 19176A SD ISSUE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL Copyright BWBRDateItem Sheet No. Sheet Title Comm. No.Drawn 3.2019149.00 This document may be an electronic file or maybe printed from an electronic file provided tothe user. It is the sole responsibility of the userto ensure that the content and quality isconsistent with the content and quality of theoriginal documents on file at BWBR. Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com This Sheet may bea Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONName Date Lic./Reg. No.XX-XX-2020 53706 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a dulyLicensed/Registered Professional Engineer under the laws of theState of Minnesota Trevor D. Gruys - PE 04-29-2020 EAGLE BROOK CHURCH WEST METRO CAMPUS CUP ISSUE 05-19-2020 DD ISSUE 07-22-2020 CITY COUNCIL UPDATE 08-10-2020 SITE PLAN 220.CS TDG/ZBM/MDC NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18.5' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. CURRENT ZONING: RSF-2 PROPOSED ZONING: RSF-2 PROPERTY AREA:32.45 AC DISTURBED AREA:25.26 AC EXISTING IMPERVIOUS AREA: 1.95 AC (6.0%) PROPOSED IMPERVIOUS AREA: 10.68 AC (32.9%) SITE DATA YARD (BUILDING) SETBACKS: FRONT (FROM 101)100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS OFF-STREET PARKING SETBACKS: FRONT (FROM 101)100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18.5 FT DRIVE LANE WIDTH = 26 FT DEVELOPMENT AND DESIGN STANDARDS TOTAL PARKING PROVIDED = 844 STALLS OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE PARKING: 22 STALLS REQUIRED ACCESSIBLE PARKING: 17 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS (2% OF TOTAL STALLS PROVIDED) ACCESSIBLE PARKING SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. NOTE: SEE PAVEMENT SECTIONS ON SHEET 252.CD FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT DECORATIVE COLOR CONCRETE PAVEMENT TYPES 333350 50 60 97 9 . 9 979.4979.1976.11 982.39 8 2 . 9 983.9 980.51 981.19 985.47 CS989.25 989.43 988.83 988. 7 2 988.60 989.0 8 9 8 8 . 9 9 989.00989.70989.4 7 9 8 9 . 6 5 989.7 3 988.78 988.62 98 8 . 6 1 986.149 8 4 . 4 5 9 8 1 . 2 3 979.9 0 98 1 . 4 6 979.6 979.2 978.9 978.9 979.8979.0 980.9 98 1 . 1 982.5980.2980.1 982.5 986.7 987.0 985.6983.8980.3 978.5978.2 979.1 978.9 979.4979.2979.2979 . 5 982.2984.1 985.9 985.0 984. 5 983.3 984.0 987.54986.76986.1 0 985. 3 8 985.44 986.1398 6 . 1 2 98 6 . 9 0 987 . 2 8 987.64988.08 987.90 9 8 8 . 0 6 988.37988.189 8 8 . 3 7 98 8 . 2 7988.38 98 7 . 9 5 9 8 7 . 7 2 986.36 987.53 988.16 987.98 987.55 989 . 2 4 989.11989.16 99 0 . 4 1 990.30 989.95990.23984.92 CS 986.42987.9398 4 . 2 7 9 8 1 . 4 3 98 2 . 2 4 986.3 986.8985.5 981.6979 . 4 8 979.8982.6981.9980.2 979.9 982.3 981.7 981.9 982.3 990.2 989.3 990.1990.1 989.5 989.5 990.0 989.8 988.6 985.5 983.7 981.4 988.8 987.6 986.4 984.9 983.4 982.2 983.7 985.2 983.6 981.8 980.7 979.2 979.6 980.3 978.7 978.7 978.4 978.2 978.1 977.1 977.1 977.3 977.6 977.7 978.6 989.0 988.1 986.6 986.9 985.1 987.12987.12986.63986.48986.28986.30985.5898 5 . 3 6 986.1984.5984.9 986.6 986.4 986.8 2 987.65987.89987.30 986.6 980.8 977.8 976.6 974.2 974.3 976.5 97 6 . 9 979.96983.7 975.4 974.3 975.2975.1 974.6 973.4979.89979. 6 4 97 9 . 4 3 98 0 . 0 4 979.64 986.49 8 5 . 5984.2983.2981.7 987.0979.7979.4 979.4 979.1 978.2 977.3 977.8 978.1 988.22 988.05 987.99987.91987.56 987.27 987.41 987.95987.3993.5987.2 980.3977.7976.4 989 . 0 985.7 980.0 977.6 976.4 975.3 977.1 980.2 987.1 987.1 978.9 976.4 975.2 977.8 981.6 981.8977.6975.3 975.62974.0 6 974.01 973.90974.46974.59 974.18 974.70 974.7 0 973.50 973.56 973.27 972.89 972.62975.3972.72973.46974.67 974.54 974.91974.5 6 974.04 973. 8 0 974. 3975.4974.8 975.0 992.0 991.6 99 2 .2 7 993.97 9 9 0 . 9 988.9 990.9992.898 8 . 9 7 990 . 9 4 99 1 . 7 2 992.32 99 2 . 8 3 993.0 9 993.34993.479 9 4 . 1 1 993.29993.82994.31994. 3 2 992.83 99 1 . 3 5 98 9 . 1 2991.0994.5 994.9 9 9 3 . 4 991 . 1 990.9 989.4 995.45 995.46 990.9991.8991.62 99 2 . 1 7 991.67 99 1 . 3 2 989.9987.4 988.2 991.27991. 4 7 990.0 990.2 991.75 982.9 982.6 982.1 982.1 983.3 981.9 982.3 981.9 981.3 982.0 980.7 9 9 3 . 2 3 993.36992.22 99 3 . 6 4 991.3990.4 991.1 982.9 981.0 995.96 995.82996.20996.26 996.42 996.54996.44996 .88 997.4099 7 . 9 5 9 9 9 . 3 0 999.72998.0 997.5 997.7 998.2 998.4997.30 995.13 996.3 995.1 996.6 994. 2 3 994.98995.63 992.1 988.0 987.8 992.6 995.7 5 994.9 982.86983.1 3982.95982.289 8 2 . 1 2 981.87 98 1 . 5 1 982.03981.98980.56980.59980.35979.1 7 979.42 979.34978.40978 . 2 8 97 7 . 8 1 97 7 . 8 3 977.69977.3397 7 . 5 1 977 . 3 8 97 7 . 1 1 97 7 . 1 8 977.03976.72976.79976.799 7 7 . 0 5 97 6 . 6 9 976.71976.9297 6 . 7 2 977 . 2 1 977.25976.9397 7 . 6 2 97 8 . 0 0 979 . 7 5 979.36981.40981.7 6 982.88 98 3 . 0 8 983. 8 8 983.87 983.60984.44984.69 984 . 4 1 9 8 5 . 1 5 986.67 985.35 9 8 4 . 5 9 984.55 984.55984.289 8 4 . 3 3 984.41 983.32983.5 9983.3898 3 . 8 0 982 . 1 9 981.86 981.79979.62979.46 977.56 977.63976.02975.87 974.96974.99 975.24974.05973.87 974. 0 7 973.81974.00974. 1 2 STO P - L I G H T 97 3 . 9 4 980.4 985.0984.7 982.3970.94974.9 976.7976.4975.9975.3 974.9976.2977.1 977.3 976.2 977.7978.3 977.3 979.1980.1981.1981 . 9 982.8 982.0983.1984. 5 9 8 3 . 8 970.77 973.19972.58 972.48973.09972.72 STOPLI G HT 971.61 971. 8 9 97 1 . 7 2 9 7 1 . 71 971.43 97 1 . 6 4 ST O P L I G H T 972.82STOPLI G HT 972.41973.76973.98973.53 972.46972.30971.85961.60 9 7 4 . 0 9 963.31962.72963.59 9 7 4 . 9 9 9 7 6 . 1 1 9 7 7 . 1 2978.009 7 8 . 6 7979.1698 0 . 1 3 980.56981.3 4 9 8 1 . 3 2 980.73 97 5 . 8 0 980.95 980.78 9 8 1 . 5 0982.38983.079 8 3 . 4 6984.09984.2 0984.32984.32984.6 3 967.9967.0 96 7 . 4 968.2 968.3968.1 967.9 974.2 974.0973.7984.65984.549 8 4 . 2 9 984.5098 3 .7 8983.28 982.66 982.48 986.36 9 8 7 . 0 0 9 8 7 . 3 8 98 7 . 3 6 986. 0 3 98 5 . 3 5 9 8 5 . 4 7 984.2984.7 5 985.11986.8987.0986.2985.0985.0985.1982.36 983.02 983.67 983.75 983.78 983.90 983.66 983.96 984.29 984.65 984.73 984.68 9 8 4 . 7 6 984.50 984.33 983.89 983.52 983.35 983.18 982.42 981.37 980.46 979.47 978.97 978.07 976.95 975.95 974.90991.87991.24 989.34 989.77 986.75 986.54 984.29 983.11 981.72 9 8 1 . 1 6 980.6 2 980 . 0 7 9 7 9 . 9 3 9 8 0 . 0 4 975.2 975.2 975.3974.8 972.8 975.1 967.2 967.6 969.5 973.0 976.1978.2979.3 979.3 978.1 978.0 978.6 977.6 9 7 5 . 5 973.9 969.5 969.5 974.9 977.1 977.5976.9 977.1 977.2 976.0 976.0 974.6 973.6 972.4 973.9 973.2 971.6 969.9 971.2 969.1 975.1 976.2 976.5 977.4 976.4 976.4 974.5 973.0 971.5 972.4 973.5 975.5 976.9 976.8 977.6 978.1 978.4 977.8 975.2 973.6 972.5 973.2 973.6 976.6 978.9 979.5 981.4 979.2 976.2 973.7 973.1 974.3 976.1 977.8 980.1981.6 982.6 981.1 979.7 978.1 976.5 979.9 977.21975.44974.8197 2 . 2 1 972.00971.72971.64988.5986.9982.31 0 0 3 . 8 1006.6 1007.9 1009.3 1011.6 1010.4 1009.6 1008.4 1007.6 1007.47 1008.38 1008.74 1008.64 1009.721009.54 1008.6 3 1009. 0 51008.3910 0 7 . 9 8 1008.6 1004.9 1002.8 1001.4 1000.2 999.1 994.3993.9 992.0994.6 990.5 990.0 990.2 98 9 . 3 991 . 2 991.8 9 9 0 . 0 989.6 989.5 990.0 991.8 990.8 991.44 990.25 990.2899 0 . 0 6 990.24 977.71 975. 2 5 976.27 975.32 986.20985.85975.2 1 975.20 973.9 9 973.98975.37975.46974.029 7 4 . 0 3 974.93 974.76 97 4 . 1 4 974.18 975.00974.18 974.1 3 973.98975.15 974.4973.99974.1 97 4 . 7 97 4 . 1 975.3 978.9 978.0 977.1 977.1 976.3 975.2 974.6 974.9974.9 975.4 975.5 974.9 975.9 976.1 976.8 977.1 976.7975.9 975.7 9 7 5 . 4 3975.93975.85976.8 0 974.94975.12 97 5 .3 3 973.90974.99974.82974.119 7 4 . 7 1 974.15973.96974.38974.74974.17 974.05 975.15 974.74973.74 974.00 974.35 973.559 7 4 . 4 974.3 9 7 3 . 5 5 974.3 974.4974.5 974.9974.3974.9974.7974.8975.1975.3 975.9 975.6 975.0 975.1 974.6 975.0 975.4 977.8977.8975.9 976.2 976.3 976.0 976.6 976.4976.3 977.1 977.2 977.0 97 8 . 1 6 977.39 977.80978.41979.44981.54982.17981.64 979. 7 2 983.04 983.63 983.44 982.72983.459 9 0 . 4 4 990.27988 . 3 986.3 984.83 983.98 984.24 983.13981.58 980.96 980.9 0 981.19 982.53 983.4 984.0 981.65 978.66 977.63 977.63 975 . 6 1 977.75 978.63 979.76 980.84 9 8 2 . 7 987.6989.6989.6987.71003.8 1012.1 988.9989.7 991.8994.0994.8995.7997.0 1001.6 1000.6 999.6 1001.4 1001.0 997.7 1002.11004.71005.6 1007.31007.6 1010.7 1009.9 100 8 . 1 1010.7 1011.71012.9 1003.3 1014.7 1014.4 1014.6 1008.3 1002.7 1001.8 1001.71004.11005.41009.61014.7 1011.74 1 0 1 1 . 4 0 1010.641007.88 1006.69 1007.12 1007.341007.741008.421008.84 1013.82 1 0 1 2 . 5 8 1012 . 3 3 1011.77 1007.921007. 8 8 1005.9 1006.2 1003.3 993.89993. 6 2 991.8 992.0 992.299 3 . 7 993.7 994.49 9 4 . 5 9 994.50994.37994.50 993.5 99 3 . 9 8 99 3 . 1 993.1 991.9 991.3 991.6 986.6 7986.64986.4986.6899 1 . 7 6 989. 8 991.1 6 98 6 . 2 988.2 2 986.6989.03986.7 986.0 9 8 6 . 6 3 987.0 9 8 8 . 4 5 991.0 9 9 9 3 . 7 992.6 992.46 983.94984.42 986.01 985.8 985.4 986.5 986.2 98 7 . 3 5 990.6 991.0 992.2 991.4 991.0 990.3 990.1 99 0 . 3 989.15 989.24 988.73 988.66 988.86 988.35 988.44 990.30 990.70 990.42 988.0988.5 989.09 988.85 988.19 987.88 988.4 987.8 990.5 990.5 990.1 990.94 991.96 992.46 991.8 992.1 989.5 991.17 991.28 990.12 987.4987.2987.39 8 6 . 9 991.7 990.2 986.6 993.56994.46994.8 994.62992.38991.0 990.46 989.0 987.60 989.7 99 2 . 5 8 991.48 99 3 . 3 992.0 992.1 991.6 990.5 988.1 988.9 989.8 990.2 988.5 988.2 987.6 987.9 988.8 990.0 989.6990.1 988.7 990.2 991.6 990.0985.2 980.6 986.4 984.0 979.7 978. 3 983.2 980.8 977.6 975.8976.18977.38975.90975.0 976.95974.9973.9974.7974.74974.25977.22977.19974.869 7 6 . 0 3 97 7 . 7 4 977.809 7 6 . 8 4 97 8 . 5 1 978.9 4 9 7 8 . 7 3 9 7 6 . 6 1 975.7 977.54 9 7 9 . 5 2 979.8197 9 . 5 2 981.3 983.7981.32 9 7 9 . 3 3981.41 9 8 4 . 1 0 984.28984. 1 986.29 8 7 . 1 987.1 2 9 8 7 . 0 2 9 8 4 . 7 8 98 8 . 8 8 986.6 9 8 9 . 4 4 989.49989.2988.9989.6990.1398 9 . 9 8 989.79 8 8 . 0 4 989.06989.1 1 98 8 . 0 8 987.5 98 7 . 5 986.9 9 8 6 . 2 986.77 987.0 988. 1 8 987.80987.8 988.5 987.5 988.9 9 8 9 . 4 0 9 8 9 . 5 7988.62987.47984.12983.4098 1 . 4 5 9 8 1 . 8 5 981.14 984.46 986.98 986.82 986.0 986.3 985.7 984.9 985.4 985.9 984.4 984.0 983.2 982.7 985.1 984.2 983.9 984.6 985.2 985.8 987.0 990.2 99 1 . 5 990.8 989.3 986.9 986.0 985.0 986.2 989.4899 0 . 1 3 990 . 2 3 989.6 991.57 991. 4 5 990.65992.61993.2 0 993.26 997.77 997.62 996.961002.121002.02 1005.27 1005.691007.851007.51 1008.27 1008.74 1008.30 1007.29 1006.43 1005.7 8 1005 . 4 6 100 5 . 3 4 10 0 5 . 3 2 1003.991004. 7 2 1003.2 10 0 5 . 3 5 10 0 5 . 2 01005.921004.3 1005.51006.741006.371006.471006.621007.5010 0 8 . 6 9 1 0 0 9 . 6 91009.991010.451010.83 1009.711008.69 1007.361010.8 1012.2 1014.0 1012. 11013.9 1015.7 1014.31014.381016.6910 1 6 . 9 8 1018.02 1 0 1 6 . 1 0 1015.341013.93 1012.74 1012.861013.601013.951014.491015.031015.59 1016.20 1016.72 1017.33 1017.27 10 1 7 . 7 7 1016.981016.4010 1 5 . 0 8 1 0 1 5 . 1 4 1016.81 10 1 7 . 0 4 1016.021014.20 9 9 3 . 7 4 99 3 . 5 4 993.8 0 992.97992.7 1 993.15 9 9 3 . 2 8 993.04992.99 992.36 992.43 992.42 992.18 992 . 4 4 993 . 2 6 991.17 990.13 988.87 985.9 988.4 994.14994.23994.08993.939 9 3 . 8 0993.60993.099 9 2 . 5 6993.92994.15 99 4 . 2 6 991.9 993.0 991.7 989.7 975.0 973.2 97 4 . 7 973.9 974.6 972.6974.6 974.2 975.6 978.7 978.5 978.9 983 . 6 985.9 989.6 985.0 98 2 . 9 3 9 8 5 . 9 7988.92 989.7 986.8 988.5985.6 985.5 983.2 980.61 983.2 978.47 981.3 984.5 987.6985.1 985.8 985.6 985.4 986.7 987.00 987.3 986.5 986.04 985.94986.57 987.60987.63 987.73 987.71 987.75987.74 987.67987.67987.74987.6998 7 . 7 8 988.03 988.159 8 8 . 0 6 5806 988.21 FIREPLACE-COR 5807 988.19 FIREPLACE-COR 5808 988.25 FIREPLACE-COR 5809 988.22 FIREPLACE-COR 986.9 987.5 988.04 98 8 . 3 0988.24 98 8 . 2 6 988 . 3 0 988.40988.849 8 8 . 8 1 98 8 . 6 3 988.37 988.13 988.02987.82986.94988.09988.12989.25988.24988.56989.68988.54988.58988.2 1 988.37989.4 8 988.5 989. 4 6 989. 1 0 984.15988.29 987.99 987.78987.98987.3 986.8 989.3 989.59 989.13 991.00 9 8 4 . 4 8 983.61 98 2 . 4 2 9 8 2 . 4 6 982.62978.97979.22979.90979.98 979.75978.99978.54979.38981.16 982.38 983.41 984.69 981.96 982.50 986.65986.96985.22983.589 8 1 . 4 0 97 8 . 9 4 978.18 978.40 978.84978.779 7 8 . 9 2979.01977.889 7 9 . 3 5 9 7 9 . 3 3 977.66 978.20980.30980.37979.38982.15981.15981.08981.36 98 1 . 6 5 978.81 979.44 979.95 980.13 980.39 978.1 978.0978.54978.81980.02 983.80 985.23 979.8 980.8 9 8 1 . 1 4 981.52 982.77 9 8 0 . 9 980.3987 . 5 8 987.12 9 8 5 . 7 985.4 986.43 987.21 988 . 3 5 987.74986.29 986.88 988.16989.87989.81 97 5 . 2 7 1010.0 0 1007.81007.091007.421007.211007.63100 8 . 3 5 1007.6 9 1008.14 100 3 . 4 5 987.24 EDGE OF WATER AS MEASURED 3-18-202010101000 9 9 0 99099098698097098 09809809809 7 8 980980 980 9 8 8 9849849 8 0 978976974976978982984978 978 9 8 0 9869889869849 8 2 9 8 0 9849829789769749 7 2 1008 1006 1004 1002998 996 994 992 990 988 986 984982978976 976 9 7 8 9 8 2 98 4 98 6 9 8 8 988986988990986984982980978976974986 986984 982 984 982 978 100 6101010121008 10 0 4 1 0 0 2 1 0 0 0 1000998996994992990988986EXISTI N G BRID GE BITUMINOUS CURB B-STYLE CURB B-STYLECURBB-STYLECURBB-STYLECURBBITUMINOUS CURB 974DRIVEWAY AND UTILITY AGREEMENT PER DOCUMENTS NO. 5064578 AND 465318230 30 DRIVEWAY AND UTILITY AGREEMENT PER DOCUMENTS NO. 5064578 AND 465318230 15' INGRESS, EGRESS, ANDDRIVEWAY EASEMENT PERDOCUMENT NO. 5950714 AND564260015 15 50' HIGHWAY EASEMENT PERDOCUMENT NO. 7901480 15' RELIANT ENERGY /MINNEGASCO UTILITYEASEMENT PER DOCUMENTNO. 718706615 15 RELEASED FROM 15' INGRESS,EGRESS, AND DRIVEWAY EASEMENTCREATED BY DOCUMENT NO. 5950714PER DOCUMENT NO. 595071550' HIGHWAY EASEMENT PERDOCUMENT NO. 8470913DRAINAGE AND UTILITY EASEMENT PER DOCUMENT NO. 8470913 15' RELIANT ENERGY /MINNEGASCO UTILITY EASEMENTPER DOCUMENT NO. 718706750' HIGHWAY EASEMENT PERDOCUMENT NO. 789215360 60 CORCORANCITY LIMITS50 3316(PUBLIC ROAD)(PUBLIC ROAD)CORCORAN CITY LIMITS 1642.1118.33 78.21124.54 78.005050 60 60S1°25'00"W 63.70INV = 994.09INV = 979.09INV = 980.03 977.63 ST-20 975.02 ST21 976.38 ST-14 987.90 ST-11 987.25 ST-8 989.54 ST-? 988.10 ST-? 979.34 ST-? 976.23 ST-? 965.9 966.1 966.3 967.1 967.2 970.7 967.3 973.7 983. 5 6 FES 986.1 985.7 986.3 986.5986.8 985.7 986.5 986.0 985.0 983.9 983.5 985.3 983.72 INV4INCH-PVC 984.1 988.9 989.3988.1 988.9 991.1 990.6994.4 995.51001.9 998.91004.0 1004.71006.7 1006.8 1015.2 1009.8 1010.0 INV-E = 975.7 6 1010.951008.11008.1 1009. 6 1 0 0 8 . 0 5 10 0 8 . 2 6 1008.08 1008.091008.25 1008 . 2 2 1008.231008.90 SPR9 1009.42 SPR151008.49SPR111005.74 ST-1 1000.11 ST-3 990.88 ST-6 988.78 ST-9 992.51 ST-4 969.4 970.9 972.1 971.0 971.4 972.6 976.7 978.2976.0 973.1 969.1 970.3 971.4 971.4 971.5 972.7 97096897 2 97 49769 7 8 98 0 scan2830 NOPARKINGNOPARKING NOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKING NOPARKING NOPARKINGNOPARKING NOPARKING FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY PROPOSED BUILDING FFE=995.00 990 9 9 0 98 9 99199 2 9 9 0 99 1 99 2 99 3 994990991992993985990986987988989991992990 989 991 9 8 5 9 8 4 98 6 98 7 988 989 98 5 98 4 984980 9819829839869879881005100610071008100110021003100410009989999959919929939949969979909899881000 980 980975985985 980985990 99510051010100410061007100810091011 980975985 980979981982 980 977978 979 981 980 979 981 982 976977 978 97999 0 985 98 4 986 987 988 9809799819809859 8 3 9 8 2 982981980975971970 975 969 971 972 973 974976 9809859759 7 5 97 2 97 3 97 4 9 7 6 9 7 7 976975970HH JB 985 980 975 993 994 987 986985977 978 97595.00 95.00 95.00 94.76 94.40 95.00 95.00 94.06 93.73 93.56 93.35 93.77 94.73 95.00 95.00 93.75 94.24 94.37 95.5092.86 92.84 93.35 93.29 92.43 92.54 92.91 89.47 89.14 89.40 90.17 90.08 91.05 91.18 91.96 92.89 92.34 93.23 93.81 95.00 95.00 95.00 93.46 92.93 94.86 95.00 94.86 95.00 94.37 94.45 92.33 91.72 92.89 93.09 93.55 91.15 88.24 82.28 82.88 82.24 81.85 93.55 93.26 93.26 93.52 93.26 93.58 93.26 93.11 93.51 94.41 94.68 94.81 95.00 95.00 95.00 94.86 94.41 93.45 93.39 92.57 91.88 92.16 92.35 92.35 92.87 93.77 93.19 92.99 92.81 95.00 95.00 95.00 95.00 94.89 95.00 95.00 94.48 93.90 94.56 93.85 95.00 95.00 95.00 95.00 94.82 92.49 91.43 89.3990.12 90.09 91.00 91.15 91.64 89.12 88.86 88.49 88.23 86.83 88.1688.42 88.97 89.49 90.23 90.75 91.32 91.69 91.11 90.46 89.95 89.26 88.75 88.20 87.94 87.31 83.50 84.36 84.13 83.27 85.31 84.97 84.42 84.75 86.25 85.91 85.36 85.70 86.87 87.23 86.64 86.30 87.67 87.31 84.16 83.03 82.63 82.27 82.68 82.18 81.75 81.38 81.83 81.33 80.87 80.98 80.57 80.39 80.68 80.69 81.05 79.82 80.03 80.39 80.95 81.34 81.89 82.28 83.10 83.89 83.47 83.62 91.72 92.25 92.72 91.82 88.15 87.80 87.80 88.17 87.82 88.19 87.83 88.22 88.27 87.86 88.30 88.03 88.86 89.11 89.71 89.44 90.01 89.18 90.09 89.42 86.57 86.32 86.50 85.59 84.84 85.04 85.14 85.06 84.89 84.98 85.41 85.46 85.85 85.60 83.41 84.17 86.26 86.58 86.28 86.31 85.35 85.35 84.77 85.13 85.65 83.13 84.01 1 . 5% 2.4 %2.0%0.8% 0.7% 0.6% 1.5%0.8% 1.4%1.1%1.5%3.3%3.5%1.1%2.4%2.1%3.3%2.0%2.0%2.0%1.5%2.1%1.9%1.4%2.0% 1.0 % 1.0 %4.5%3.7%2.3%2.2%1.8%1.4%1.9%2.0%1.3%1.5% 1.5% 0.9%2.0%2.0%2.0%1.5% 0.8% 1.3% 1.3%1.0% 2.8%0.9% 2.4 % 82.22 ±EX 80.35 ±EX 81.03 ±EX81.64 ±EX 81.56 ±EX 83.90 ±EX 83.45 ±EX82.45 ±EX 84.12 ±EX 81.19 80.80 1.0%1.0%95.00 95.00 94.67 91.86 84.17 ±EX 84.25 ±EX 84.29 ±EX 85.25 84.64 84.76 85.40 87.04 995 990985993 994 990995991992993994996997998 999 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 28 29 30 31 32 33 34 35 21 24 25 26 27 36 37 38 39 93.26 91.45 87.79 87.55 87.50 83.81 83.61 98398498587.58 87.94 83.81 83.03 87.00 83.79 84.18 84.39 91.41 84.68 84.40 84.21 84.83 93.08 93.08 93.08 92.18 92.66 92.39 92.61 92.73 92.50 92.33 92.61 92.73 92.47 92.29 92.61 92.73 92.23 92.21 92.56 92.42 990995986987988989991992993994996997APPROXIMATE EXTENTS OF WETLAND IMPACTS APPROXIMATE EXTENTS OF WETLAND IMPACTS PRE-TREATMENT SEDIMENTATION BASIN TOP=979.00 OUTLET=977.00 BOTTOM=975.00 BIOFILTRATION BASIN HWL=981.67 OUTLET=979.80 BOTTOM=979.00 DRAINTILE INV=975.67 SEE DETAIL PRE-TREATMENT SEDIMENTATION BASIN TOP=971.50 BOTTOM=969.00 BIOFILTRATION BASIN HWL=976.11 OUTLET=973.00 BOTTOM=971.50 DRAINTILE INV=968.17 SEE DETAIL 5 RETAINING WALL ELEVATIONS TW-96.25 BW-94.38(W) BW-94.38(E) 6 TW-96.25 BW-96.25(N) BW-94.20(S) 7 TW-96.25 BW-96.25(N) BW-94.25(S) 8 TW-96.25 BW-96.25(N) BW-94.10(S) 9 TW-96.25 BW-94.37(W) BW-94.37(E) 1 TW-96.14 BW-93.92(N) BW-93.89(S) 2 TW-96.14 BW-96.14(N) BW-94.14(S) 3 TW-96.14 BW-96.14(N) BW-94.14(S) 4 TW-96.14 BW-94.32(W) BW-94.32(E) 10 TW-96.07 BW-94.37(W) BW-94.37(E) 11 TW-96.07 BW-96.07(N) BW-94.07(S) 12 TW-96.07 BW-96.07(N) BW-94.07(S) 13 TW-96.07 BW-94.10(N) BW-94.07(S) 14 TW-95.80 BW-94.32(N) BW-94.30(S) 15 TW-95.80 BW-95.03(N) BW-95.01(S) 16 TW-95.80 BW-93.80(N) BW-93.78(S) 17 TW-95.80 BW-93.71(N) BW-93.69(S) 18 TW-86.20 BW-85.60 19 TW-87.90 BW-85.75 20 TW-88.25 BW-85.50 21 TW-89.90 BW-86.40 22 TW-91.15 BW-88.50 23 TW-91.80 BW-91.15 24 TW-91.50 BW-90.80 25 TW-90.90 BW-85.75 26 TW-90.20 BW-86.00 27 TW-88.30 BW-87.70 28 TW-81.50 BW-81.00 29 TW-82.00 BW-79.60 30 TW-81.60 BW-79.30 31 TW-81.00 BW-79.30 32 TW-80.65 BW-79.30 33 TW-80.10 BW-79.10 34 TW-79.70 BW-78.70 35 TW-80.00 BW-80.00 36 TW-90.55 BW-90.15 37 TW-91.40 BW-89.90 38 TW-90.75 BW-89.75 39 TW-90.60 BW-90.60 N SCALE IN FEET 0 50 100 Consultants LOUCKS PROJECT NO. 19176A SD ISSUE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL Copyright BWBRDateItem Sheet No. Sheet Title Comm. No.Drawn 3.2019149.00 This document may be an electronic file or maybe printed from an electronic file provided tothe user. It is the sole responsibility of the userto ensure that the content and quality isconsistent with the content and quality of theoriginal documents on file at BWBR. Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com This Sheet may bea Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONName Date Lic./Reg. No.XX-XX-2020 53706 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a dulyLicensed/Registered Professional Engineer under the laws of theState of Minnesota Trevor D. Gruys - PE 04-29-2020 EAGLE BROOK CHURCH WEST METRO CAMPUS CUP ISSUE 05-19-2020 DD ISSUE 07-22-2020 CITY COUNCIL UPDATE 08-10-2020 GRADING AND DRAINAGE PLAN 230.CG TDG/ZBM/MDC NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE FILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS TOP OF WALL AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6. REFER TO THE GEOTECHNICAL EVALUATION REPORT (REPORT NO. B2002165), DATED MAY 29, 2020, AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. GRADING LEGEND: APPROXIMATE EXTENTS OF WETLAND IMPACTS CS 988. 7 2 9 8 9 . 6 5 988.18990.23CS 994. 2 3 994.98995.63 995.7 5 1008.64 993.56994.46987.0010101000 9 9 0 99099098698097098 09809809809 7 8 980980 980 9 8 8 9849849 8 0 978976974976978982984978 978 9 8 0 9869889869849 8 2 9 8 0 9849829789769749 7 2 1008 1006 1004 1002998 996 994 992 990 988 986 984982978976 976 9 7 8 9 8 2 98 4 98 6 9 8 8 988986988990986984982980978976974986 986984 982 984 982 978 100 6101010121008 10 0 4 1 0 0 2 1 0 0 0 1000998996994992990988986974INV = 994.09INV = 979.09INV = 980.03 97096897 2 97 49769 7 8 98 0 scan2830 NOPARKINGNOPARKING NOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKING NOPARKING NOPARKINGNOPARKING NOPARKING FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY 990 9 9 0 98 9 99199 2 9 9 0 99 1 99 2 99 3 994990991992993985990986987988989991992990 989 991 9 8 5 9 8 4 98 6 98 7 988 989 98 5 98 4 984980 9819829839869879881005100610071008100110021003100410009989999959919929939949969979909899881000 980 980975985985 980985990 99510051010100410061007100810091011 980975985 980979981982 980 977978 979 981 980 979 981 982 976977 978 97999 0 985 98 4 986 987 988 9809799819809859 8 3 9 8 2 982981980975971970 975 969 971 972 973 974976 9809859759 7 5 97 2 97 3 97 4 9 7 6 9 7 7 976975970HH JB 985 980 975 993 994 987 986985977 978 975995 990985993 994 990995991992993994996997998 999 983984985990995986987988989991992993994996997262263264 265 261 260 257 258 259 269 268 252 251 248 256255 253 191 192 193 194 195 190 45 78 77 113 114 115 116 117 151 152 120 119 118 89 90 91 92 93 94 95 96 97 98 99 101 100 103 102 107 108 109110 106 104 517 516 47 48 49 50 51 52 53 54 55 59 16521651 1503 1502 1501 75 76 14901489 1488 1487 79 105 112 249 250 254 EXISTING TREE STAND ENTRY PLAZA SEE ENLARGEMENT PLANS COORDINATE SELECTIVE TREE REMOVAL WITH CITY ALONG 101 COORDINATE SELECTIVE TREE REMOVAL WITH CITY ALONG 101 COORDINATE SELECTIVE TREE REMOVAL WITH CITY ALONG HACKAMORE ROAD LIMITS OF IRRIGATION LIMITS OF IRRIGATION BUILDING MAINTENANCE STRIP BUILDING MAINTENANCE STRIP BUILDING MAINTENANCE STRIP LIMITS OF IRRIGATION CONVERT EXISTING TURF AREA REMOVE EXISTING TURF AND SEED AS SPECIFIED PROTECT EXISTING TREES CONVERT EXISTING TURF AREA REMOVE EXISTING TURF AND SEED AS SPECIFIED PROTECT EXISTING TREES INSTALL STONE MULCH IN SHRUB BEDS TYP. INSTALL STONE MULCH IN SHRUB BEDS TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. EXISTING TREES TO REMAIN TYP. EXISTING TREES TO REMAIN TYP. EXISTING TREE STAND TO REMAIN TYP. BERM WITH MIX OF TREES & SHRUBS FOR SCREENING HILL WITH MIX OF TREES & SHRUBS FOR SCREENING PARKING LOT SCREEN ING PROV IDED BYEXIST ING TREES AROUND WETLAND , NEWAND EX IST ING TREES ALONG PROPERTY L INEPARKING LOT SCREEN ING PROV IDEDBY BERM , TREES , SHRUBSPARKING LOT SCREEN INGPROVIDED BY EX IST ING TREESPARKING LOT SCREEN INGPROVIDED BY EX IST ING TREES 376' FROM PROP LINE 119' FROM PROP LINE 254' FROM PROP LINE 164' FROM PROP LINE 146' FROM PROP LINEDECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT CAL SGM 6 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal QB 31 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal NP 17 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal RO 16 RED OAK Quercus rubra B & B 2.5"Cal GL 13 GREENSPIRE LINDEN Tilia cordata `Greenspire`B & B 2.5"Cal AE 27 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT CAL BS 18 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 8` MIN. HEIGHT WHP 24 WHITE PINE FULL FORM Pinus strobus B & B 8` MIN. HEIGHT SCP 14 SCOTCH PINE FULL FORM Pinus sylvestris B & B 8` MIN. HEIGHT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT CAL NR 9 NORTHERN STRAIN REDBUD Cercis canadensis B & B 1.5"Cal TH 9 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal JT 3 JAPANESE TREE LILAC Syringa reticulata B & B 1.5"Cal PLANT SCHEDULE SHRUBS QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING GC 111 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata 5 gal 24" HGT RD 42 RED TWIG DOGWOOD Cornus sericea `Baileyi`5 gal 24" HGT AH 32 ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle` 5 gal 24" HGT GF 112 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low`5 gal 24" SPRD SMS 95 STAGHORN SUMAC Rhus typhina 5 gal 24" HGT GAC 19 GREEN MOUND ALPINE CURRANT Ribes alpinum `Green Mound`5 gal 24" HGT GRASSES QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING FG 252 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` 1 gal SH 136 PRAIRIE DROPSEED Sporobolus heterolepis 1 gal CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING SG 54 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 18" SPRD BDJ 8 BLUEBERRY DELIGHT JUNIPER Juniperus communis depressa `AmiDak` 5 gal 18" SPRD TY 40 TAUNTON YEW Taxus x media `Taunton`5 gal 18" SPRD PERENNIALS QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING WG 88 ROZANNE GERANIUM Geranium `Rozanne`1 gal SD 143 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal WC 101 WALKERS LOW CATMINT Nepeta x faassenii `Walkers Low`1 gal BE 120 BLACK EYED SUSAN Rudbeckia fulgida `Goldstrum`1 gal GROUND COVERS COMMON NAME BOTANICAL NAME CONT FIELD2 SPACING STONE MULCH GRAY TRAP ROCK 2" OVER FABRIC None DECORATIVE STONE BED HAND PLACED ROUND FIELDSCONE SIZE - 6"-12" DIAMETER OVER FABRIC None STORMWATER NATIVE SEED MIX STORMWATER SOUTH & WEST SEED MIX - BWSR SEED MIX #33-261. APPLY PER MNDOT MANUAL RECOMMENDATIONS seed NATIVE SEED MIX DRY PRAIRIE SEED MIX - BWSR SEED MIX #35-621. APPLY PER MNDOT MANUAL RECOMMENDATIONS seed TURF SOD sod N SCALE IN FEET 0 50 100 Consultants LOUCKS PROJECT NO. 19176A SD ISSUE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL Copyright BWBRDateItem Sheet No. Sheet Title Comm. No.Drawn 3.2019149.00 This document may be an electronic file or maybe printed from an electronic file provided tothe user. It is the sole responsibility of the userto ensure that the content and quality isconsistent with the content and quality of theoriginal documents on file at BWBR. Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com This Sheet may bea Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONName Date Lic./Reg. No.XX-XX-2020 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a dulyLicensed/Registered Landscape Architect under the laws of theState of Minnesota 04-29-2020 52050 Nathan Ekhoff - LA EAGLE BROOK CHURCH WEST METRO CAMPUS CUP ISSUE 05-19-2020 DD ISSUE 07-22-2020 CITY COUNCIL UPDATE 08-10-2020 LANDSCAPE PLAN 260.LP TDG/ZBM/MDC NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET L101 - LANDSCAPE DETAILS FOR LANDSCAPE DETAILS, LANDSCAPE NOTES AND OTHER ITEMS RELATED TO THE LANDSCAPE PLAN. REFER TO SHEET L200 - TREE PRESERVATION PLAN FOR EXISTING TREES TO BE REMOVED, TREE INVENTORY LIST, AND DETAILS FOR THE PRESERVATION OF EXISTING TREES TO BE SAVED. LANDSCAPE REQUIREMENTS: 1 TREE PER 1,000 SF. OF BUILDING AREA (71,000 SF. / 1,000 SF. = 71 TREES) OR 1 TREE PER 50 LF. OF SITE PERIMETER (4,370 LF. / 50 LF. = 87 TREES) 1 SHRUBS PER 300 SF. OF BUILDING AREA (271,000 SF. / 300 SF. = 237 SHRUBS) OR 1 SHRUBS PER 30 LF. OF SITE PERIMETER (4,370 LF. / 30 LF. = 146 SHRUBS) REQUIRED TREES:87 PROVIDED TREES:205 REQUIRED SHRUBS:237 PROVIDED SHRUBS:513 UP UP UPUP UP 2-117 ADMIN 2-119 HUDDLE 1-102A OVERFLOW 1-107 TOILET 1-106 TOILET 2-100 ENTRY 2-101 ENTRY 1-109 TOILET 2-125 PLATFORM 2-136 STORAGE 2-131 BACK OF HOUSE 2-133 ELECTRICAL 2-128 GREEN ROOM 2-124 WATER UTILITY 2-134 ENGINEERING 2-130 JANITOR 2-132 AMP 3-114 EC WORSHIP 3-132 STORAGE 3-130 PARENT/CHILD 3-122 ELEMENTARY WORSHIP 1-3 3-116 ELEMENTARY WORSHIP 4-5 3-119 STORAGE/AVL/ WORK ROOM 3-120 TOILET 3-118 TOILET 3-121 TOILET 3-117 TOILET 3-105 36+ MONTHS 3-103 TODDLERS 3-102 WALKERS 3-106 JUNIOR TOILET 3-104 JUNIOR TOILET 3-101 INFANTS 3-112 PRESCHOOL 3-113 JUNIOR TOILET 3-111 TOILET 3-109 PREKINDERGARTEN 3-107 KINDERGARTEN 3-108 TOILET 3-123 JAINTOR 3-124 WORK ROOM 1-101 VESTIBULE 1-105 CAFE PREP 1-104 CAFE SERVE 1-103 CAFE SEATING 1-100 VESTIBULE 2-121 VOLUNTEER CENTRAL 1-108 ELECTRICAL 2-118 OFFICE 2-120 STORAGE 2-116 CONFERENCE 3-128 JANITOR 3-120 CORRIDOR 3-125 IDF 2-114 WORSHIP 2-127 DROP OFF 2-115 LOBBY 3-126 ELEC 2-126 OUTDOOR STORAGE 3-131 SPECIAL NEEDS 2-139 STORAGE 2-135 CONTROL ROOM 2-138 CORRIDOR 2-122 CORRIDOR 2-137 RAMP AND STAIRS 2-103 STORAGE 2-102 STORAGE 3-127 TOILET N MM LL J H G.6 F DD CC 22 22 20 20 19 19 16 16 14 14 13.2 13.2 12 1210 10.8 10.8 9 9 8 8 7 7 5 4 5 45 4 4 3 32 1 1 R1 R1 M.7 21181715.71513 1310.9 BB AA H.1 H.1 G K E 2-129 TOILET 3-100 CORRIDOR 2-111 CORRIDOR 2-113 CORRIDOR 2-112 CORRIDOR 2-123 IDF 2-110 CORRIDOR 2-109 STADUIM 2-106 FRONT OF HOUSE 2-107 STADIUM2-108 CORRIDOR 2-105 CORRIDOR 2-104 STADIUM 1-102 LOBBY 3-129 FAMILY TOILET 3-115 CORRIDOR 3-110 CORRIDOR 3-130A MOTHERS ROOM 1-102B LOBBY 1-110 STORAGE 6 7.4 8.6 11 11 12.9 M.8 M.8 P P QQ N.7 N.7 D.1 2-121C BROOM CLOSET A B C D E F G H 1 2 3 4 5 6 7 H G F E D 7654321 Copyright BWBRName Date Lic./Reg. No. DateItem Sheet No. Sheet Title Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. N O T F O R C O N S T R U C T IO N F O R RE F E R E N C E O N L Y This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. C B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan EAGLE BROOK CHURCH WEST METRO CAMPUS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.8/7/2020 1:43:46 PMARS FIRST LEVEL - REFERENCE PLAN 400.RF 3.2019149.00 City Council Update 08/10/2020 3/32" = 1'-0"400.RF 1H REFERENCE PLAN - FIRST LEVEL HIGH ROOF 118'-0" PLATFORM 100'-0" FRONT OF HOUSE 101'-0"10'-0"FIRST LEVEL 100'-0" LOW ROOF 114'-0" WORSHIP ROOF 135'-0" HIGH ROOF 118'-0" PLATFORM 100'-0" FRONT OF HOUSE 101'-0" HIGH ROOF 118'-0" PLATFORM 100'-0" LOW SANCTUARY 97'-2" FRONT OF HOUSE 101'-0"46'-0"? FIRST LEVEL 100'-0" LOW ROOF 114'-0" WORSHIP ROOF 135'-0" HIGH ROOF 118'-0" PLATFORM 100'-0" LOW SANCTUARY 97'-2" FRONT OF HOUSE 101'-0"35'-0"8'-0"A B C D E F G H 1 2 3 4 5 6 7 H G F E D 7654321 Copyright BWBRName Date Lic./Reg. No. DateItem Sheet No. Sheet Title Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. N O T F O R C O N S T R U C T IO N This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. C B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan EAGLE BROOK CHURCH WEST METRO CAMPUS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.8/7/2020 2:16:25 PMARS EXTERIOR ELEVATIONS 510 3.2019149.00 3/32" = 1'-0"510 1G EXTERIOR ELEVATION - NORTH 3/32" = 1'-0"510 2D EXTERIOR ELEVATION - EAST 3/32" = 1'-0"510 1C EXTERIOR ELEVATION -SOUTH 3/32" = 1'-0"510 2E EXTERIOR ELEVATION - WEST SD ISSUE 04/29/2020 CUP ISSUE 05/19/2020 DD ISSUE 07/22/2020 City Council Update 08/10/2020 TOTAL FOR EAST ELEVATION ARCHITECTURAL PRECAST MASONRY ARCHITECTURAL METAL PANEL GLASS SF 4,434 821 663 630 % 68% 12% 10% 10% TOTAL FOR NORTH ELEVATION ARCHITECTURAL PRECAST MASONRY ARCHITECTURAL METAL PANEL GLASS SF 7,470 1,247 618 310 % 78% 12% 7% 3% TOTAL FOR WEST ELEVATION ARCHITECTURAL PRECAST MASONRY ARCHITECTURAL METAL PANEL GLASS SF 4,358 1,394 337 609 % 65% 21% 5% 9% TOTAL FOR SOUTH ELEVATION ARCHITECTURAL PRECAST MASONRY ARCHITECTURAL METAL PANEL GLASS SF 2,568 1,250 2,513 2,509 % 29% 14% 28.5% 28.5% TOTAL FOR ALL SIDES ARCHITECTURAL PRECAST MASONRY ARCHITECTURAL METAL PANEL GLASS SF 18,830 4,594 4,131 4,058 % 60% 14% 13% 13% E D Name Date Lic./Reg. No. DateItem N O T FO R C O N ST R U C T IO N This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. C Issued For I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. SD ISSUE 04/29/2020 CUP ISSUE 05/19/2020 STONE PRECAST 1 METAL PANEL 1 ROOF PRECAST 2 METAL PANEL 2 GLASS BRICK PRECAST 2 METAL PANEL 1 PRECAST 1 GLASS BRICK STONE METAL PANEL 2 CANOPY GLASS BRICK STONE ROOF PRECAST 2 METAL PANEL 1 PRECAST 1 GLASS BRICK STONE METAL PANEL 2 GLASS MECH EQUIP PRECAST 2 METAL PANEL 1 PRECAST 1 GLASS BRICK PRECAST 2 METAL PANEL PRECAST 1 BRICK CANOPY STEEL FRAME CONCRETE COLUMNS CANOPY STEEL FRAME CONCRETE COLUMNS MATERIAL PHOTOGRAPHS GENERAL SHEET NOTES KEYED SHEET NOTES A. ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN 24" (MINIMUM) AND 36" (MAXIMUM) BELOW FINISHED GRADE. B. ALL COMMUNICATIONS CONDUIT AND CABLES SHALL BE INSTALLED 36" (MINIMUM) BELOW FINISHED GRADE. C. ALL CONDUCTORS FOR EXTERIOR LIGHTING AND POWER CIRCUITS SHALL BE #10 AWG MINIMUM. 1.(2) 4" UNDERGROUND PVC CONDUITS TO EAST PROPERTY LINE. PROVIDE 36"x48"x36"D HANDHOLE. 2.(1) 4" UNDERGROUND PVC CONDUIT STUBBED 10'-0" BEYOND FOUNDATION WALL. 3.PROVIDE CONCRETE BASE PER DETAIL 2/900.S 4.PROVIDE CONCRETE BASE PER DETAIL 3/900.S 5.PROVIDE CONCRETE BASE PER DETAIL 4/900.S 6.PROVIDE 12" CONCRETE BASE.CC AA AA AA BBH BBH BBH BBH AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA CC CC BB BB CC CC DD DD DD DD BBH BBH BBH FF GG EE EEEE EE HH 4 4 4 4 3 3 3 3 5 5 5 5 6 6 3 3 3 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 44 4 4 66 2 JB 1 BBH4 AA 3 BB4 BB4 BB4 CC 4 CC 4 CC 4 CC 4 BB4 AA3 PROJECT ANCHOR BOLTS ABOVE TOP OF BASE, PROVIDE DOUBLE NUTS FOR LEVELING. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. FINISHED GRADE 9 #4 REBAR, 12" O.C. HORIZONTAL (19" DIA CIRCULAR) 4 #4 REBAR VERTICAL ON 18" DIA CIRCLE REINFORCED CONCRETE BASE BY OTHERSGROUND ROD 1" CHAMFER BASE COVER HANDHOLE - BOND GROUND TO POLE 6'-0" 2'-0" 3'-0" 2'-0" PROJECT ANCHOR BOLTS ABOVE TOP OF BASE, PROVIDE DOUBLE NUTS FOR LEVELING. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. FINISHED GRADE 9 #4 REBAR, 12" O.C. HORIZONTAL (19" DIA CIRCULAR) 4 #4 REBAR VERTICAL ON 18" DIA CIRCLE REINFORCED CONCRETE BASE BY OTHERSGROUND ROD 1" CHAMFER BASE COVER HANDHOLE - BOND GROUND TO POLE 6'-0" 2'-0" 6" 2'-0" PROJECT ANCHOR BOLTS ABOVE TOP OF BASE, PROVIDE DOUBLE NUTS FOR LEVELING. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. FINISHED GRADE 9 #4 REBAR, 12" O.C. HORIZONTAL (19" DIA CIRCULAR) 4 #4 REBAR VERTICAL ON 18" DIA CIRCLE REINFORCED CONCRETE BASE BY OTHERSGROUND ROD 1" CHAMFER BASE COVER HANDHOLE - BOND GROUND TO POLE 6'-0" 2'-0" 3" 1'-6" Phone Fax 3550 LaBore Road, St.Paul, MN 55110 {651} 484-4900 {651} 484-2248 www.gephartelectric.com SHEET NUMBER: SHEET TITLE: PROJECT NO: CHECKED BY: DRAWN BY: REVISIONS ISSUE DATE: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Name: Signature: Date: Reg # 45581 BRIAN SCOTT BINKLEYNOT F O R C O N S T R U C T IO N FO R REFEREN CE O N LYPDF MADE:KEY PLAN ZONE 2 ZONE 1 ZONE 3 8/5/2020 3:06:57 PM900.S ELECTRICAL SITE PLANEAGLE BROOK CHURCHWEST METRO CAMPUS19200 HACKAMORE ROADCORCORAN, MINNESOTA 55340JD EL 8/5/2020 JOB # 6402002 8/5/2020 1" = 50'-0"1 ELECTRICAL SITE PLAN Date No. Description 07/22/20 DD ISSUE 1/4" = 1'-0"2 LIGHT POLE BASE DETAIL TYPE AA 1/4" = 1'-0"3 LIGHT POLE BASE DETAIL TYPE BB & CC 1/4" = 1'-0"4 LIGHT POLE BASE DETAIL TYPE DD EAGLE BROOK CHURCHWEST METRO CAMPUSDesignerJDDate5/18/2020Scale1"=50'-0"Drawing No.Summary1 of 10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.30.40.40.50.80.80.40.50.40.40.40.40.40.40.40.50.50.90.90.50.50.50.40.40.40.40.20.10.10.10.10.10.10.10.20.30.50.81.52.84.96.56.05.96.64.32.51.51.00.81.01.62.74.76.66.06.06.64.62.61.61.00.80.80.90.70.20.10.10.10.10.10.10.10.10.10.10.10.10.20.30.51.01.73.15.46.36.56.56.44.72.71.61.11.01.21.83.05.26.46.56.56.45.02.91.81.21.01.11.52.22.71.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.50.81.41.92.22.22.42.42.22.31.91.41.00.91.11.52.02.32.22.42.42.22.31.91.51.11.01.21.83.05.17.03.71.60.30.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.10.10.10.10.10.20.40.50.50.60.60.60.70.70.60.60.60.60.70.70.70.60.60.60.60.70.70.60.60.60.60.60.70.91.42.54.46.27.46.54.11.40.30.10.10.10.10.10.10.10.10.10.10.10.20.20.30.30.30.30.20.20.20.20.10.10.10.10.10.10.20.20.20.30.30.30.30.30.20.20.20.20.20.20.20.30.30.30.30.30.30.20.20.20.20.30.50.71.42.64.46.27.24.12.00.80.30.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.40.40.40.50.50.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.40.50.81.42.54.13.42.11.20.70.40.20.10.10.10.10.10.10.10.10.10.20.20.20.20.20.30.30.40.50.50.60.60.60.50.60.80.90.80.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.40.50.81.31.91.61.10.80.60.40.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.30.30.40.50.60.70.70.90.80.80.80.91.21.61.80.90.10.10.10.10.20.20.30.40.71.11.00.90.80.60.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.30.30.30.40.40.50.60.91.11.11.31.11.01.01.31.62.43.52.40.10.10.10.10.10.20.20.30.50.81.01.11.20.50.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.30.30.40.40.40.50.70.91.31.91.91.91.51.21.31.61.82.63.53.40.80.10.10.10.10.10.10.20.61.11.62.11.70.20.10.10.10.10.10.10.20.20.20.20.20.30.30.40.40.50.50.50.50.60.81.31.83.03.42.72.11.61.41.62.22.92.83.51.70.10.10.10.10.10.30.92.23.43.90.80.10.10.10.10.10.20.20.30.30.30.30.40.50.60.70.70.80.70.50.50.81.42.34.26.24.43.22.21.51.62.23.03.33.03.20.50.10.10.10.20.51.74.77.23.00.30.20.10.20.20.20.30.30.30.40.40.50.71.01.21.21.20.90.60.60.81.42.54.49.26.84.83.01.81.51.92.42.83.34.01.30.10.10.20.41.03.16.75.91.20.30.20.20.30.30.40.40.40.40.50.81.01.42.12.01.91.30.90.70.81.42.74.77.37.75.33.92.21.51.61.91.92.42.41.40.30.10.10.10.30.61.85.17.53.30.30.30.40.40.50.50.60.50.50.60.91.42.03.43.82.72.01.30.90.81.22.44.55.27.86.14.22.41.51.31.51.51.51.41.00.30.10.10.20.41.03.06.76.81.10.40.50.70.80.80.90.70.50.60.91.52.54.87.04.53.21.91.10.81.01.83.45.18.48.13.82.31.41.21.11.11.00.80.60.30.10.20.30.61.74.85.32.80.70.81.11.41.31.31.00.70.60.91.62.84.89.56.54.82.81.40.90.81.32.33.45.26.03.42.11.41.00.80.70.60.50.40.20.10.10.20.40.82.73.22.61.41.11.62.52.22.01.40.90.70.91.52.95.07.46.65.23.51.81.00.80.91.52.12.83.52.61.71.30.90.70.60.40.30.20.10.10.10.10.20.51.41.91.81.61.72.34.04.22.92.11.30.90.81.32.54.65.38.65.73.82.01.10.70.71.01.51.81.91.81.20.90.80.60.50.30.20.20.10.10.10.20.30.81.11.21.41.92.75.57.84.53.42.01.10.81.01.93.44.98.77.23.41.91.10.70.60.71.01.11.11.10.80.60.30.20.10.10.10.10.20.40.70.91.21.93.25.29.36.34.92.71.40.90.91.32.33.24.95.22.91.91.10.70.50.60.70.70.70.20.10.10.10.10.10.30.50.71.01.73.25.37.16.55.33.41.81.00.81.01.52.12.73.12.21.51.10.70.50.50.50.20.10.10.10.10.20.30.50.71.32.74.86.09.25.63.52.01.10.80.81.01.51.71.71.51.00.80.60.50.10.10.10.20.30.61.02.03.54.88.66.53.22.01.20.80.60.81.01.11.00.90.70.10.10.20.20.40.81.42.33.34.94.93.02.11.40.90.70.70.70.70.60.10.10.10.20.30.61.01.72.43.03.52.62.01.51.00.70.60.60.50.10.10.10.20.30.50.81.32.02.42.62.41.91.51.10.80.60.50.10.10.10.10.10.10.10.20.30.40.71.21.82.01.81.61.61.61.20.90.60.50.10.10.10.10.10.10.10.10.10.20.30.40.71.11.61.61.21.11.11.41.30.80.60.40.30.10.10.10.10.10.10.10.10.10.20.30.40.71.01.51.41.00.91.01.31.20.80.60.40.30.20.10.10.10.10.10.10.10.10.20.20.30.30.40.60.91.21.41.21.01.11.31.00.70.50.40.30.20.10.10.10.10.10.20.20.20.20.20.30.30.40.50.70.81.01.21.31.31.31.10.80.60.50.40.30.20.20.10.10.10.10.10.10.10.10.20.20.20.20.30.30.40.40.50.60.70.80.80.91.01.00.90.80.70.50.50.40.30.30.20.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.30.30.40.50.70.80.81.00.90.70.70.70.70.70.60.60.60.60.50.50.40.30.20.10.10.10.10.10.10.10.10.10.20.20.20.30.30.30.30.50.60.71.01.31.31.41.10.80.60.50.50.50.60.70.80.80.80.70.50.40.20.10.10.10.10.10.10.20.20.20.20.20.30.30.40.30.30.40.50.81.11.52.32.12.01.51.00.70.50.50.50.70.91.11.21.21.00.80.50.30.20.10.10.10.10.20.20.20.20.20.30.30.40.40.50.50.50.40.40.60.91.52.13.54.02.92.21.40.90.60.50.60.81.21.10.90.91.21.00.70.40.20.10.10.10.10.10.10.10.10.20.20.20.20.30.30.40.50.60.70.70.80.70.50.40.50.91.52.54.97.24.63.42.11.10.70.60.70.91.20.90.70.71.01.20.80.50.30.20.10.10.10.10.10.10.10.10.20.20.20.30.30.30.40.50.60.91.21.11.21.00.60.50.50.91.62.84.89.56.75.02.91.50.90.70.71.01.20.80.70.70.91.20.80.50.30.20.10.10.10.10.10.20.20.20.30.30.30.30.30.40.50.71.01.32.02.01.91.40.90.60.60.81.52.95.17.16.45.53.71.91.10.70.70.91.21.10.80.91.11.10.70.40.30.20.10.10.10.20.20.20.30.30.40.40.50.40.40.40.50.91.41.93.23.72.82.11.40.80.60.71.22.54.65.48.85.93.92.21.20.80.70.71.01.21.21.21.10.90.60.40.30.20.10.10.10.20.20.30.30.40.50.60.70.70.60.50.40.50.81.42.34.46.84.73.32.01.10.70.71.01.93.44.98.67.23.52.11.30.90.60.60.70.80.90.90.80.70.50.40.30.20.20.10.10.20.30.40.50.60.91.11.11.20.90.60.50.50.81.52.64.59.36.94.93.01.50.90.70.81.42.33.24.95.23.12.11.41.00.70.50.50.60.60.70.60.60.50.40.30.20.20.10.10.10.20.30.50.70.91.31.91.81.81.30.90.60.50.71.42.74.87.17.35.23.92.01.10.70.71.01.62.22.83.32.41.81.41.10.80.60.40.50.50.60.60.60.60.50.40.30.20.20.10.10.10.10.10.20.40.60.91.41.93.03.52.62.01.30.80.60.71.22.44.45.18.36.24.12.31.30.80.70.81.21.71.92.11.91.51.31.20.90.60.50.40.50.60.80.90.90.80.70.50.30.20.10.10.10.10.10.20.40.50.61.01.52.44.26.34.43.22.01.10.70.71.01.83.35.08.47.93.72.21.40.90.70.71.01.31.41.51.71.61.41.41.10.70.50.50.60.81.01.21.21.21.00.70.40.30.10.10.10.20.20.50.80.80.70.71.01.62.64.59.36.84.82.91.50.90.70.81.32.33.34.85.73.42.21.41.00.70.70.81.11.31.41.82.01.91.81.30.90.70.60.71.01.21.00.81.01.20.90.50.30.10.10.10.30.40.61.61.71.31.00.91.01.62.84.97.37.75.43.92.01.10.70.71.01.52.22.83.42.71.91.51.10.80.70.81.01.31.62.13.12.82.41.71.20.80.70.81.21.20.80.70.71.11.00.60.40.10.10.10.10.20.40.91.93.72.71.81.21.01.01.42.54.65.37.96.24.22.31.30.80.70.81.11.62.02.12.01.51.31.20.90.70.70.91.31.92.74.65.13.42.51.61.00.80.91.21.20.80.70.81.11.00.60.40.20.10.10.10.10.20.40.81.63.93.72.81.81.51.11.01.22.03.55.28.58.13.82.31.40.90.70.70.91.31.51.51.71.61.41.31.10.80.70.81.21.93.05.98.85.13.82.31.30.90.91.11.31.10.91.01.20.90.60.30.20.10.10.10.10.10.10.20.51.33.93.62.92.81.91.51.10.91.01.52.53.55.36.13.52.21.51.00.70.60.81.11.31.41.71.91.81.71.30.90.70.81.11.93.45.39.16.65.23.01.61.00.91.01.21.31.31.21.00.70.50.30.20.20.10.10.10.10.10.20.62.64.13.03.52.82.01.30.90.70.81.11.72.33.03.72.82.01.51.10.80.70.71.01.31.62.02.92.72.31.71.20.80.81.01.73.25.46.37.55.53.62.01.20.90.90.91.01.00.90.70.60.40.30.20.20.10.10.10.10.10.21.12.73.62.92.62.31.61.00.70.60.60.81.21.72.12.22.11.61.31.20.90.70.70.91.21.82.54.24.93.32.51.61.00.80.91.42.74.86.09.55.93.62.21.51.10.90.80.80.70.70.60.50.40.30.30.20.20.10.10.10.10.10.41.11.82.32.02.01.71.10.80.60.50.50.60.91.31.51.61.71.61.41.31.10.80.60.81.11.82.85.38.45.13.82.31.30.90.91.22.03.44.67.96.43.42.41.81.31.00.80.70.70.70.60.60.50.40.30.20.20.10.10.10.10.10.10.50.91.31.51.71.61.20.90.60.50.50.50.60.81.11.31.41.71.91.71.71.30.90.70.71.01.83.25.09.07.05.33.11.71.10.91.11.62.43.34.74.93.42.82.31.71.20.90.80.70.80.80.80.80.60.50.30.20.20.10.10.10.10.10.10.10.20.60.91.11.31.31.21.00.70.60.50.50.50.50.71.01.31.51.92.72.52.31.61.10.80.71.01.63.05.36.36.95.53.82.11.31.11.11.52.02.83.33.93.53.02.62.01.51.10.90.91.01.11.21.10.90.70.40.30.20.20.10.10.10.10.10.10.10.10.10.10.51.01.11.21.21.21.10.90.80.70.70.70.60.50.60.91.21.82.44.04.53.22.41.61.00.80.91.42.64.75.79.46.33.92.41.61.31.21.42.02.73.13.63.83.32.82.51.91.31.11.11.31.10.91.01.20.90.60.40.30.20.20.20.20.20.20.20.20.10.10.10.10.10.10.20.21.21.61.51.31.31.21.01.01.00.90.90.90.80.60.50.71.11.82.85.27.84.93.62.21.30.90.91.12.03.34.78.07.03.62.51.91.51.41.52.02.52.83.64.23.83.73.42.21.41.11.21.20.80.70.71.11.10.70.40.30.20.20.20.10.20.20.30.30.30.30.20.20.20.20.10.10.10.20.40.72.72.82.11.61.51.31.11.11.31.41.31.41.00.70.60.71.01.83.15.09.36.95.23.11.61.00.91.11.62.43.24.75.23.62.92.41.91.61.61.92.43.03.63.53.84.63.61.91.10.91.11.20.80.70.71.01.10.70.50.30.30.20.20.20.20.20.20.30.30.40.40.40.40.40.40.50.40.10.10.10.20.30.81.84.53.72.41.91.71.41.31.41.72.42.22.01.41.00.70.70.91.63.05.26.96.95.43.82.11.31.01.11.42.02.73.34.03.63.12.82.21.81.61.82.43.55.14.13.33.01.40.80.70.81.11.31.00.80.91.11.00.70.40.30.30.30.30.30.30.30.40.40.50.50.60.60.50.50.70.80.90.60.10.10.20.50.83.33.63.12.72.01.61.31.31.72.23.64.02.92.11.40.90.70.81.42.64.75.69.26.14.02.41.61.21.11.41.92.63.03.63.83.32.92.62.11.71.61.92.63.02.31.51.30.90.70.70.80.91.11.21.21.21.10.80.60.40.30.30.30.30.30.40.40.50.60.70.80.80.70.70.81.01.41.81.60.20.10.10.10.30.61.54.03.43.62.92.11.41.01.21.72.64.97.24.63.42.11.20.80.81.12.03.44.98.57.23.72.51.91.41.31.41.92.52.83.44.23.93.63.52.31.61.31.11.10.91.00.90.80.80.70.80.80.80.80.91.01.00.80.60.50.40.40.40.40.40.40.50.60.81.01.11.21.10.90.91.11.41.93.03.60.90.10.10.10.20.41.74.73.33.22.61.81.10.91.11.72.94.96.75.02.91.61.00.91.01.62.53.45.05.53.62.92.31.81.51.51.82.32.93.63.43.64.24.02.11.10.60.50.50.60.70.70.70.80.80.90.90.80.70.70.70.70.60.50.40.40.40.40.40.40.50.60.81.11.71.81.81.61.21.11.41.72.13.03.62.50.10.10.10.10.10.20.52.13.52.92.42.11.50.90.80.91.63.05.17.36.65.43.82.01.21.01.01.42.02.73.44.13.63.12.72.21.81.61.72.23.34.84.01.23.51.60.90.50.50.50.50.60.70.70.91.11.11.21.10.80.60.60.50.50.50.50.50.50.50.50.50.50.50.71.11.62.43.32.72.21.61.31.31.82.43.23.13.10.50.10.10.10.10.10.10.20.20.61.52.12.11.91.81.20.80.70.81.32.64.75.58.96.04.02.41.51.21.11.31.92.63.13.63.83.22.82.52.01.71.61.92.53.32.51.61.20.90.60.50.50.50.50.60.81.01.21.81.81.81.41.00.70.60.50.50.50.50.60.70.70.80.70.60.50.71.22.03.25.74.93.32.31.61.41.82.53.32.83.41.90.10.10.10.10.10.10.20.20.20.20.61.11.41.61.71.61.20.80.70.81.12.03.65.18.97.53.82.51.81.41.31.41.82.52.83.44.13.93.53.42.31.61.31.21.21.01.01.00.80.70.60.60.60.50.50.60.91.31.72.73.42.72.01.40.90.60.50.60.60.70.91.21.11.21.00.70.60.71.22.13.77.98.45.03.42.01.41.62.12.52.94.22.90.30.10.10.20.30.30.40.30.20.30.50.81.11.41.61.61.31.00.80.81.01.62.63.55.35.83.72.92.31.81.51.51.82.32.83.63.53.54.24.12.21.20.70.50.50.60.70.70.70.80.70.80.70.60.40.50.81.42.23.76.04.53.22.11.20.70.60.60.81.01.21.92.01.91.51.00.70.71.22.24.16.18.15.14.52.51.51.41.71.92.12.62.00.80.10.10.20.40.80.70.90.60.30.30.40.71.01.41.71.91.71.51.21.01.11.52.12.83.54.23.63.12.72.21.81.61.72.23.24.63.94.23.82.01.00.60.50.50.50.60.60.70.91.01.01.11.00.70.50.50.81.42.34.18.77.54.83.11.60.90.60.60.91.31.82.83.72.82.11.50.90.81.02.03.85.17.47.24.82.81.61.21.31.51.41.51.20.70.10.10.30.71.32.12.62.63.22.21.71.00.80.91.11.51.92.12.32.31.91.51.41.62.02.73.23.73.83.22.82.42.01.71.61.92.73.73.02.21.41.00.60.50.50.50.50.60.70.91.21.61.71.71.30.90.60.60.71.32.54.56.87.95.14.12.21.10.70.60.81.32.23.76.45.13.52.21.30.80.91.52.94.96.89.34.52.61.61.11.11.01.00.90.70.50.10.10.30.61.12.13.83.53.73.54.72.81.51.01.01.42.02.82.93.13.12.52.01.81.72.02.73.03.54.13.93.43.32.31.61.31.31.41.21.01.10.80.80.60.60.60.50.50.60.81.21.62.63.12.51.91.30.80.60.71.12.24.35.27.66.64.52.51.30.80.60.81.32.34.08.67.95.13.31.71.00.81.12.03.34.66.64.32.41.61.10.80.70.70.60.50.30.10.20.40.71.11.92.83.03.03.02.92.41.51.00.91.32.44.13.53.13.52.82.11.91.82.02.42.93.63.73.54.24.12.31.30.80.60.50.60.70.70.70.70.70.70.70.50.40.50.81.42.13.55.54.13.02.01.10.70.70.91.73.35.17.88.84.22.41.50.90.70.81.22.44.46.47.55.24.32.21.10.80.91.42.02.73.63.11.91.51.00.80.60.50.40.30.20.10.20.40.61.01.41.92.53.02.82.11.61.20.80.60.71.53.04.03.93.23.22.41.81.71.82.43.34.43.94.24.02.51.30.70.50.50.50.60.60.70.81.01.01.00.90.70.50.50.81.32.23.98.47.54.73.01.60.90.70.81.32.33.55.06.53.92.41.51.00.70.71.12.14.05.17.96.94.52.51.30.80.70.91.41.91.92.01.41.00.80.70.50.40.30.20.10.20.40.60.91.31.61.92.12.01.71.51.10.70.50.50.61.12.23.84.04.02.51.71.51.62.02.94.23.52.41.81.00.60.50.50.50.50.60.70.91.11.51.61.61.30.90.60.50.71.32.44.36.98.25.14.02.11.10.70.71.01.62.22.93.83.12.01.61.20.90.70.91.63.04.77.38.74.12.31.30.80.60.71.01.21.11.21.00.70.60.50.40.30.20.10.10.20.30.40.60.91.01.11.21.21.11.00.80.60.50.40.40.60.81.21.32.11.71.31.11.21.51.71.61.21.20.90.80.60.60.50.50.50.60.81.21.52.42.82.41.81.30.80.60.71.12.24.35.07.46.44.62.51.30.80.70.81.11.62.12.22.21.61.41.21.00.80.81.22.03.14.35.93.72.21.30.80.50.50.70.80.70.70.60.50.40.40.30.20.20.10.10.20.20.30.40.50.50.60.60.60.50.50.50.40.30.30.30.30.40.50.40.40.60.70.70.70.70.70.70.80.80.70.70.70.70.70.50.40.50.81.32.13.35.13.92.81.91.10.70.70.91.83.35.27.78.74.22.51.50.90.70.70.91.31.51.51.71.61.31.31.10.80.70.91.42.02.63.32.71.71.20.80.60.50.50.50.50.40.40.30.30.30.20.20.10.10.10.10.20.20.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.30.20.20.20.20.30.40.50.60.70.70.70.80.90.91.00.90.60.50.50.71.32.23.88.07.24.52.81.50.90.70.81.32.33.75.47.04.02.41.51.00.70.60.81.11.31.31.61.81.61.71.31.00.80.81.01.41.71.71.71.20.90.70.50.40.40.40.30.30.30.20.20.20.20.10.10.10.10.10.10.20.10.10.10.10.10.10.10.20.20.20.20.10.10.10.10.10.10.10.20.30.40.60.70.80.80.81.11.41.51.51.20.80.60.50.71.32.44.27.18.35.24.02.11.10.70.71.01.62.33.14.23.22.11.61.10.80.60.70.91.21.41.82.52.42.31.71.30.90.80.91.11.11.01.00.80.60.50.40.40.30.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.50.70.80.91.01.21.52.22.62.31.81.20.80.60.71.12.24.35.17.15.84.62.51.30.80.70.81.11.72.22.42.41.71.41.20.90.70.60.81.21.72.33.54.33.12.41.71.21.01.01.00.80.70.70.50.40.40.30.30.30.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.40.70.91.01.01.11.42.03.14.73.62.61.81.10.70.60.91.83.45.37.78.54.32.61.50.90.70.70.91.31.61.61.81.61.31.31.00.70.60.71.01.62.54.57.45.13.72.41.61.31.31.30.70.50.50.40.30.30.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.50.91.31.41.21.11.52.33.77.56.84.22.71.50.80.70.81.32.43.95.87.44.12.41.51.00.70.60.81.11.31.31.61.71.61.61.20.90.70.70.91.62.74.59.17.25.23.32.11.81.92.01.10.50.40.30.30.20.20.20.20.20.10.10.10.10.10.10.10.10.10.41.31.92.01.51.31.62.54.17.48.45.33.92.11.10.70.71.01.72.53.34.53.42.21.61.10.80.60.70.91.21.41.72.42.32.11.61.10.80.70.81.42.74.96.76.85.24.12.32.22.83.32.60.50.50.30.20.20.20.10.10.10.10.10.10.10.10.10.10.10.31.82.82.82.21.71.62.44.45.35.75.74.72.51.30.80.70.81.21.72.32.52.51.71.41.20.90.70.70.81.21.62.23.43.92.92.21.50.90.70.81.22.34.35.08.66.54.12.52.13.45.55.61.00.60.40.30.20.10.10.10.10.10.10.10.10.10.10.10.21.94.43.93.22.21.72.23.75.47.98.24.42.61.50.90.70.70.91.31.71.71.81.61.31.21.00.70.60.71.01.62.54.46.84.83.52.21.20.80.70.91.73.14.78.07.73.72.31.72.55.98.03.30.80.50.30.20.10.10.10.10.10.10.10.10.10.41.14.34.24.32.81.81.92.84.26.27.94.22.51.51.00.70.60.81.11.31.31.61.71.51.51.20.80.60.70.91.62.74.59.37.15.03.11.60.90.70.81.22.13.04.45.33.22.21.71.94.27.85.01.60.60.30.20.10.10.10.10.10.10.10.10.31.12.84.34.43.32.11.72.12.73.64.93.62.31.61.10.80.60.70.91.21.41.72.22.12.11.51.10.70.70.91.42.74.87.07.45.24.02.01.10.70.60.91.42.02.63.12.41.71.51.63.06.76.82.10.60.40.20.10.10.10.10.10.10.20.71.84.64.33.32.21.61.62.02.52.82.71.81.51.20.90.70.70.81.21.62.13.23.62.82.11.50.90.70.81.22.44.45.18.36.44.12.31.20.70.60.71.01.51.71.81.71.31.21.42.25.07.84.20.60.40.20.10.10.10.10.20.40.93.44.33.02.11.61.41.61.81.81.91.61.31.21.00.70.60.71.01.62.44.26.44.63.32.11.20.80.71.01.83.24.98.28.03.82.21.30.80.60.60.81.11.21.21.21.11.11.21.83.65.03.71.10.40.20.10.10.10.10.10.20.31.52.62.42.11.61.41.51.51.41.61.61.51.41.20.80.60.70.91.62.64.49.27.04.93.01.60.90.70.81.32.23.24.75.73.42.11.30.90.60.60.80.91.01.01.11.21.31.51.72.73.42.81.60.50.20.10.10.10.10.10.20.41.41.71.71.51.51.51.51.41.72.12.02.01.51.00.70.70.91.42.74.77.27.75.23.92.01.00.70.70.91.52.12.73.32.51.71.30.90.80.70.80.91.01.11.31.61.91.92.02.42.72.31.70.80.20.10.10.10.10.10.20.71.11.31.41.51.51.51.72.03.03.42.72.01.40.90.70.81.22.44.55.17.86.24.22.31.20.70.60.71.01.51.81.91.81.31.11.00.90.90.91.11.31.51.82.32.62.42.22.52.72.41.91.10.20.10.10.10.10.10.10.30.81.21.51.51.41.51.82.54.05.94.33.12.01.20.70.71.01.83.45.18.38.23.82.21.30.80.60.60.81.11.31.21.21.11.01.01.11.11.11.21.41.82.12.83.53.33.13.12.92.82.41.50.20.10.10.10.10.10.10.20.71.41.81.81.51.51.82.64.49.07.04.72.91.50.90.70.81.32.33.45.16.13.52.21.30.90.60.60.80.91.01.01.11.11.21.31.41.31.21.31.51.82.43.23.03.24.73.72.83.53.42.30.30.20.10.10.10.10.10.10.61.72.42.31.91.61.82.94.87.37.95.23.82.01.00.70.71.01.52.22.93.62.71.81.30.90.80.70.80.91.01.11.31.51.71.81.81.61.41.31.52.03.24.23.73.93.21.81.53.95.73.70.40.30.20.10.10.10.10.10.42.33.53.12.51.91.82.74.75.37.56.14.32.31.20.70.60.71.11.61.92.01.91.31.11.00.90.80.91.01.21.41.82.22.52.32.01.91.61.31.41.72.63.52.91.61.30.91.23.78.04.30.70.30.20.10.10.10.10.20.32.15.34.13.42.31.72.23.65.38.48.33.92.31.30.80.60.60.81.21.31.31.31.11.01.01.11.01.01.21.41.82.12.73.33.22.92.71.81.21.01.01.10.80.80.80.70.71.13.47.55.41.10.50.20.10.10.10.10.10.41.44.34.14.42.71.81.82.63.75.56.43.62.21.30.80.60.60.80.91.01.01.11.11.11.21.31.31.21.31.51.82.43.23.03.14.33.31.70.90.40.20.20.30.40.40.40.51.03.27.35.21.20.40.20.10.10.10.10.10.40.92.04.34.23.01.91.51.82.43.13.92.81.91.40.90.70.70.80.91.01.01.21.41.61.71.81.61.41.31.52.03.13.83.53.83.31.90.80.30.10.10.10.20.20.20.30.40.93.07.45.80.70.30.20.10.10.10.10.30.71.95.04.32.81.91.31.41.72.02.22.01.41.10.90.80.80.91.01.21.31.72.12.32.22.01.81.51.41.41.82.73.93.21.61.30.60.30.10.10.10.10.10.10.20.20.40.82.95.24.20.60.20.10.10.10.10.10.30.73.03.52.61.81.21.11.31.41.31.31.11.01.01.01.01.01.11.41.82.12.63.23.12.82.61.81.31.11.21.31.00.90.80.50.40.20.10.10.10.10.10.10.10.20.40.92.33.02.50.50.10.10.10.10.10.20.21.32.12.01.71.21.11.11.01.01.01.01.11.11.31.21.21.31.51.82.33.13.33.04.03.41.81.00.50.30.20.30.40.30.20.20.10.10.10.10.10.10.10.10.20.40.91.71.91.50.40.10.10.10.10.10.10.10.41.11.21.21.11.01.01.01.01.11.31.51.61.71.51.41.31.52.02.93.63.43.83.62.41.00.40.10.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.20.51.11.41.41.00.30.10.10.10.10.10.50.70.80.80.91.01.11.21.51.92.22.22.01.81.51.41.41.82.84.23.52.11.50.60.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.61.41.61.40.70.20.10.10.10.10.20.40.60.70.81.01.31.62.02.53.02.92.62.41.81.31.11.21.51.31.00.90.60.40.20.10.10.10.10.10.10.10.10.10.10.30.82.02.21.80.50.20.10.10.10.10.10.30.40.50.71.01.31.72.13.03.43.03.83.31.91.10.60.40.30.30.40.40.20.20.10.10.10.10.10.10.10.10.20.40.93.03.72.60.40.20.10.10.10.10.10.20.30.40.60.81.21.82.73.33.23.73.82.81.20.40.10.10.10.20.20.20.10.10.10.10.10.10.10.10.20.41.24.26.33.30.30.20.10.10.10.10.20.30.50.71.01.72.84.53.82.32.00.70.30.10.10.10.10.10.10.10.10.10.10.10.10.30.51.54.97.72.60.40.30.10.10.10.10.10.20.30.50.81.21.71.71.20.90.70.40.20.10.10.10.10.10.10.10.10.20.30.61.85.87.42.90.60.30.10.10.10.10.20.30.40.40.40.30.50.40.30.20.20.10.10.10.10.10.10.10.20.30.62.26.26.42.20.50.30.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.20.30.82.76.86.30.80.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.20.41.02.84.43.70.40.20.10.10.10.10.10.10.10.10.20.41.12.22.52.00.30.10.10.10.10.10.20.51.21.61.71.10.10.10.10.10.10.20.71.21.41.30.70.10.10.10.20.71.51.71.50.60.10.10.10.10.30.82.02.52.10.50.10.10.10.10.20.30.72.74.23.50.50.20.10.10.10.20.30.93.17.15.10.40.20.10.10.10.20.40.93.37.04.40.80.30.20.10.10.20.41.03.77.83.70.90.40.20.10.10.10.20.41.14.07.23.60.60.30.10.10.10.20.41.14.36.73.10.30.20.10.10.10.20.31.43.33.71.80.20.10.10.10.10.10.31.21.92.01.00.10.10.10.10.10.40.91.11.10.60.10.30.50.60.60.30.10.20.30.40.30.20.10.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.09.6E-1D2-2D2-3D2-4E-2D2-5D2-6H-1H-2H-3H-4A-1A-2A-3A-4B-1B-2B-3B-4D2-8D2-9D2-10D2-11D2-12D2-13D2-14D2-15D2-16D2-17D2-18D2-19D2-20D2-21D2-22F-1F-2F-3F-4F-5F-7F-8F-9D-1D-2F-12F-13F-14F-15Plan ViewScale - 1" = 50ftScheduleSymbol Label Image QTY Manufacturer Catalog Number DescriptionLampNumberLampsFilenameLumensperLampLumenMultiplierLLF Wattage EfficiencyDistributionPolar Plot NotesA4 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T2-BZ-HSSPREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE II OPTICS WITHHOUSE SIDE SHIELD, BRONZEPAINTED FINISH2 PRV-C40-D-UNV-T2-BZ-HSS.ies7897 10.9 131 100%B4 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T2-BZ PREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE II OPTICS,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T2-BZ.ies8586 10.9 131 100%C0 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T3-BZ-HSSPREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE III OPTICSWITH HOUSE SIDE SHIELD,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T3-BZ-HSS.ies7789 10.9 131 100%D2 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T3-BZ PREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE III OPTICS,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T3-BZ.ies8575 10.9 131 100%D220 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T3-BZ PREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE III OPTICS,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T3-BZ.ies8575 10.9 262 100%E2 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T4-BZ-HSSPREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE IV OPTICSWITH HOUSE SIDE SHIELD,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T4-BZ-HSS.ies7759 10.9 131 100%F12 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T4-BZ PREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE IV OPTICS,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T4-BZ.ies8544 10.9 131 100%G0 COOPERLIGHTINGSOLUTIONS -LUMARK(FORMERLYEATON)PRV-C40-D-UNV-T5-BZ PREVAIL AREA AND ROADWAYLUMINAIRE (2) 70 CRI, 4000KLEDS AND TYPE V OPTICS,BRONZE PAINTED FINISH2 PRV-C40-D-UNV-T5-BZ.ies9130 10.9 131 100%H4 COOPERLIGHTINGSOLUTIONS -INVUE(FORMERLYEATON)ARB-B4-LED-D1-T5 ARBOR OUTDOORARCHITECTURAL POST TOP 70CRI, 4000K LEDS AND TYPE VOPTIC, GRAPHITE METALLICPAINTED FINISH2 ARB-B4-LED-D1--T5.ies4733 10.9 96 100%StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinCalc Zone #10.7 fc 9.6 fc 0.0 fc N/A N/A Date: Aug 4, 2020 Pulse Products 6130 Blue Circle Drive Minnetonka MN 55343 Phone: (952) 217-0400 Fax: (952) 930-1632 Job Name Eagle Brook Church EBC West Metro PULSE20-74014 Minneapolis MN Bid Date Jul 8, 2020 Submittal Date Jul 8, 2020 FF00010 Page 1/1 Aug 4, 2020 RE:Eagle Brook Church EBC West Metro Minneapolis MN Type MFG Part AA2 Lumark PRV-C40-D-UNV-T5-SA-BZ AA2 General Structures CPS-1-4011-20'-D2-NB-VD BB Lumark PRV-C40-D-UNV-T2-SA-BZ BB General Structures CPS-1-4011-20'-D1-NB-VD CC Lumark PRV-C40-D-UNV-T4-SA-BZ CC General Structures CPS-1-4011-20'-D1-NB-VD DD Invue ARB-B4-LED-D1-T5-BZ DD General Structures CPA-2-5015-20'-T2-NB Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T5-SA-BZ Notes: Type: AA2 PULSE20-74014 Project Catalog #Type Prepared by Notes Date PS500001EN page 1 March 4, 2020 3:10 PM Quick Facts • Lumen packages range from 7,100 - 48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Configurations page 3 • Product Specifications page 3 • Energy and Performance Data page 4 • Control Options page 5 Dimensional Details Prevail XL Prevail 17-7/8" [454mm]39-5/8" [1006mm] 3-11/16"[94mm] 13-15/16" [354mm]26-13/16" [681mm] 2-3/4"[70mm]6-15/16"[177mm] 7-1/8"[180mm] Prevail Prevail XL Area / Site Luminaire Lumark PRV / PRV-XL Prevail LED Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas CLASS A Product Certifications Product Features LumenSafe Technology LumaWatt Pro WaveLinx Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T5-SA-BZ Notes: Type: AA2 PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 2 March 4, 2020 3:10 PM Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting (Included)Color PRV=Prevail C15=(1 LED) 7,100 Nominal LumensC25=(2 LEDs) 13,100 Nominal LumensC40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V)347=347V480=480V 4 T2=Type IIT3=Type IIIT4=Type IV T5=Type V SA=Standard Versatile ArmMA=Mast Arm WM=Wall Mount Arm AP=GreyBZ=BronzeBK=Black DP=Dark PlatinumGM=Graphite Metallic WH=WhitePRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 17 7030=70 CRI / 3000K CCT 5 7050=70 CRI / 5000K CCT 5 HSS=House Side Shield 6 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 7 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12=Integrated Sensor for Dimming Operation, 8' − 12' Mounting Height 8, 9 MSP/DIM-L30=Integrated Sensor for Dimming Operation, 12' − 30' Mounting Height 8, 9 MSP-L12=Integrated Sensor ON/OFF Operation, 8' − 12' Mounting Height 8, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' − 30' Mounting Height 8, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' − 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' − 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' − 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' − 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4XX=Wavelinx Wireless Sensor, 7' − 15' Mounting Height 9, 11, 12, 13 ZW-SWPD5XX=Wavelinx Wireless Sensor, 15' − 40' Mounting Height 9, 11, 12, 13 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' − 16' Mounting Height 9, 14 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' − 40' Mounting Height 9, 14 (See Table Below)=LumenSafe Integrated Network Security Camera 15, 16 PRVWM-XX=Wall Mount Kit 8 PRVMA-XX=Mast Arm Mounting Kit 8 PRVSA-XX=Standard Arm Mounting Kit 8 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 15 PRVXLWM-XX=Wall Mount Kit (for Prevail XL) 15 PRVXLMA-XL=Mast Arm Mounting Kit (for Prevail XL) 15 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. TenonMA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. TenonMA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 6, 18 VGS-F/B=Vertical Glare Shield, Front/Back 18 VGS-SIDE=Vertical Glare Shield, Side 18 OA/RA1013=Photocontrol Shorting CapOA/RA1014=NEMA Photocontrol − 120V OA/RA1016=NEMA Photocontrol − Multi-Tap 105-285VOA/RA1201=NEMA Photocontrol − 347V OA/RA1027=NEMA Photocontrol − 480VISHH-01=Integrated Sensor Programming Remote 19 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 20 SWPD4-XX=WaveLinx Wireless Sensor, 7' − 15' Mounting Height 12, 13, 21 SWPD5-XX=WaveLinx Wireless Sensor, 15' − 40' Mounting Height 12, 13, 21 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 22 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Use dedicated IES files on product website for non-standard CCTs. 6. Option will come factory-installed. House Side Shield not suitable with T5 distribution or C60 lumen package. 7. Not available with C60 lumen package. 8. Only available in PRV configurations C15, C25, C40 or C60. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. Replace XX with sensor color (WH, BZ, or BK). 14. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 15. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 16. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 17. Replace XX with paint color. 18. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). 19. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 20. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 22. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V)347=347V 2 T3=Type IIIT4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. Ordering Information SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Stock Ordering Information Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T5-SA-BZ Notes: Type: AA2 PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 3 March 4, 2020 3:10 PM Pole Mount Arm (PRV) 4-15/16"[125mm]3-3/4"[96mm] 6-15/16"[177mm] 4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole 5-11/16"[144mm]3-1/8"[78mm] 7-1/8"[180mm]4"[102mm] 4-7/8"[124mm] 1-7/16" [34mm] 1/2" [14mm]Dia. Hole 6"[153mm]3-1/4"[83mm] 2-1/2"[64mm]O.D. 7-13/32"[188mm] 4-1/8"[104mm] 3"[76mm]O.D. 3-5/16"[84mm]O.D. 8"[203mm]7"[178mm] 6"[152mm] 5"[127mm] 3"[76mm] 13/32"[11mm]Dia. Hole6"[152mm]2-3/8"[60mm] 8"[203mm]7-1/8"[181mm] 7/16"[12mm]Dia. Hole 5-1/8"[130mm] Pole Mount Arm (PRV-XL)Versatile Mount System Wall Mount (PRV) Mounting Configurations and EPAs NOTE: For 2 PRV’s mounted at 90°, requires minimum 3” square or 4” round pole for fixture clearance. For 2 PRV-XL’s mounted at 90°, requires minimum 4” square or round pole for fixture clearance. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Mast Arm Mount (PRV)Mast Arm Mount (PRV-XL) Wall Mount (PRV-XL) PRV-C15 (7,100 Nominal Lumens)PRV-C25/C40/C60 (13,100/17,100/20,000 Nominal Lumens) PRV-XL-C75/C100/C125 (26,100/31,000/36,300 Nominal Lumens)PRV-XL-C150/C175 (41,100/48,600 Nominal Lumens) Wall Mount Arm Mount SingleEPA 0.92 (PRV)EPA 1.12 (PRV-XL) Arm Mount 2 @ 180°EPA 1.35 (PRV)EPA 2.25 (PRV-XL) Arm Mount 2 @ 90°EPA 1.42 (PRV)EPA 2.13 (PRV-XL) Arm Mount 4 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Arm Mount 3 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Product Specifications Construction • Single-piece die-cast aluminum housing • Tethered die-cast aluminum door Optics • Dark Sky Approved (3000K CCT and warmer only) • Precision molded polycarbonate optics Electrical • -40°C minimum operating temperature • 40°C maximum operating temperature • >.9 power factor • <20% total harmonic distortion • Class 1 electronic drivers have expected life of 100,000 hours with <1% failure rate • 0-10V dimming driver is standard with leads external to the fixture Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8" • A knock-out on the standard mounting arm enables round pole mounting • Prevail: 3G vibration rated • Prevail XL Mast Arm: 3G vibration rated • Prevail XL Standard Arm: 1.5G vibration rated Finish • Five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Prevail: 20 lbs. (9.09 kgs.) • Prevail XL: 45 lbs. (20.41 kgs.) Mounting Details Optical Configurations Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T5-SA-BZ Notes: Type: AA2 PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 4 March 4, 2020 3:10 PM Power and Lumens (PRV) Light Engine C15 C25 C40 C60 Power (Watts)52 96 131 153 Input Current @ 120V (A) 0.43 0.80 1.09 1.32 Input Current @ 277V (A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0.30 0.41 0.48 Input Current @ 480V (A) 0.12 0.22 0.30 0.35 Distribution Type II 4000K Lumens 7,123 13,205 17,172 20,083 BUG Rating B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 3000K Lumens 6,994 12,965 16,860 19,718 Type III 4000K Lumens 7,111 13,183 17,144 20,050 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 3000K Lumens 6,982 12,944 16,832 19,686 Type IV 4000K Lumens 7,088 13,140 17,087 19,984 BUG Rating B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 3000K Lumens 6,959 12,901 16,777 19,621 Type V 4000K Lumens 7,576 14,045 18,264 21,360 BUG Rating B3-U0-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) Light Engine C75 C100 C125 C150 C175 Power (Watts)176 217 264 285 346 Input Current @ 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 480V (A) 0.40 0.48 0.57 0.62 0.74 Distribution Type II 4000K Lumens 26,263 31,231 36,503 41,349 48,876 BUG Rating B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25,786 30,664 35,840 40,598 47,989 Type III 4000K Lumens 26,120 31,061 36,304 41,124 48,610 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 Type IV 4000K Lumens 26,098 31,035 36,274 41,089 48,569 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 Type V 4000K Lumens 28,129 33,450 39,097 44,287 52,349 BUG Rating B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 Lumen Maintenance Configuration TM-21 Lumen Maintenance (50,000 Hours) Theoretical L70 (Hours) Up to PRV-C60 at 25ºC 91.30%194,000 Up to PRV-C60 at 40ºC 87.59%134,000 Up to PRV-XL-C175 at 25ºC 91.40%204,000 Up to PRV-XL-C175 at 40ºC 89.41%158,000 Lumen Multiplier Ambient Temperature Lumen Multiplier 10ºC 1.02 15ºC 1.01 25ºC 1.00 40ºC 0.99 Energy and Performance Data View PRV IES files View PRV-XL IES files Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T5-SA-BZ Notes: Type: AA2 PULSE20-74014 Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2020 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. PRV / PRV-XL PrevailLumark PS500001EN page 5 March 4, 2020 3:10 PM Control Options 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for “dusk-to-dawn” control or “daylight harvesting”. Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8’-40’. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 105 15 205 0 30 22 15 157.5 22 307.5 030 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 183 0 20 50 30 0 30 50401020102040 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 201510105 15 205 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) FPO 0 10 20 30 4010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 0 10 20 30 4010203040 40 30 20 0 24 18 8 0 8 18 24 LumenSafe (LD) The LumenSafe integrated network camera is a streamlined, outdoor-ready camera that provides high definition video surveillance. This IP camera solution is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D2-NB-VD Notes: Type: AA2 PULSE20-74014 DRILL MOUNT OPTIONS TENON MOUNT OPTIONS 1 1 2 2 3 3 4 4 A A B B C C D D CCPS-1-4011-20SHEET 1 OF 1 0° HANDHOLE 90°270° 180°DRAWN:REVISION:QUOTE:S.O.#DATE:TITLE:CATALOG:DWG NO:SIZE:SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WINDINDUCED VIBRATIONS CAUSING A FATIGUE PROBLEM. NO METHOD HAS YET BEEN FOUND FORPREDICTING DESTRUCTIVE LIGHTING POLE VIBRATION. THESE CONDITIONS ARE UNIQUE ANDCANNOT BE GUARANTEED AGAINST, AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER.DATE:APPROVAL SIGNATURE:WARNING: DO NOT INSTALL LIGHT POLE WITHOUT INTENDED LOADING.APPROVAL SIGNATURE:L. GRUNIS7/16/201914.00 POLE HGT. POLE SPECIFICATIONS NO.COMPONENT ASTM DESIGNATION MIN. YIELD (P.S.I) 1.POLE SHAFT A-500 GR. B 46,000 2.BASE PLATE A36 36,000 3.ANCHOR BOLTS F1554 GR. 55 55,000 4. GALVANIZED HARDWARE A153 - FINISH SPECIFICATIONS POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. POLE DIMENSIONSPOLE HGT (FT.)TOP SQ. SIZE (IN.)BOT. SQ. SIZE (IN.)GAGE MTG. HGT. (FT.) 20'4.00 4.00 11 GAGE 20' POLE DIMENSIONSBOLT CIRCLE (IN.)BASE PLATE DIM. (IN.)BOLT HOLE (IN.)PLATE THK. (IN.) 8.00-9.00 8.00 SQ 1.00 .75 ANCHOR BOLT DIMENSIONSANCHOR BOLT DIA. (IN.)ANCHOR BOLT LENGTH (IN.) .75 20.00ALLOWABLE WIND LOADING (SQ. FT.) WIND*80 MPH 90 MPH 100 MPH 120 MPH EPA 9.0 7.3 5.9 4.2 *WITH 1.3 GUST FACTOR POLE SHAFT REMOVABLE CAP TENON MOUNT STYLES: T2- Ø2.38 OD X 4.00 LG T2.5- Ø2.88 OD X 4.00 LG T3- Ø3.00 OD X 5.00 LG T4- Ø4.00 OD X 6.00 LG 3.00 X 5.00 HAND HOLE W/ COVER POLE DETAIL .75 17.00 3.00 Ø.75 X 20.00 ANCHOR BOLT 8.00 SQ. Ø8.00-Ø9.00 BOLT CIRCLE 8.00 X 8.00 X .75 THK. BASE PLATE DRILL PER FIXTURE REQUIREMENTS: D1 - DRILL FOR 1 FIXTURE D2 - DRILL FOR 2 FIXTURES AT 90° OR 180° D3 - DRILL FOR 3 FIXTURES D4 - DRILL FOR 4 FIXTURES POLE SHAFT REMOVABLE BASE COVER Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D2-NB-VD Notes: Type: AA2 PULSE20-74014 Pole Ordering Guide CPS-1 204011 FH @180 9’ Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Example Order Number BUILD YOUR ORDER NUMBER Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Fixture Brand Product Number Fixture Brand Product Number ORDER NUMBER TEMPLATE Mounting Type Fixture Mounting Arrangement Finish Options Design Orientation Height From Base AB T2 DB WB-15 @90 10’ Mounting Type Fixture MountingArrangement Finish Options Design Orientation Height From Base Mounting Type AB = Anchor Base EMB = Embedded (Direct Burial) Fixture Mounting Arrangement *Round poles only Refer to the Mounting Orientation Guide on the next page of this file. Finish WH = White TWH = Textured White DB = Dark Bronze TMB = Textured Medium Bronze HB = Harvest Bronze NB = New Bronze SL = Silver MGY = Medium Gray GR = Gray TGR = Textured Gray GM = Graphite Metallic DP = Dark Platinum MA = Matte Aluminum PSP = Platinum Silver BK = Black TBK = Textured Black MG = Moss Green Contact us for custom colors. Options CMB = Camera Mounting Bracket CMP = Camera Mounting Plate WB-15 = Mounting Bracket WC = Welded Coupling (denote size) WN = Welded Nipple (denote size) CSBC = Custom Steel Base Cover VD = Vibration Dampener IUC = In Use Cover GFCI = Ground Fault Circuit Interrupter DR = Duplex Receptacle UL = UL Listed** D1 D2@90 D2@180 D3@90 D3@120* D4 T2 T2.5 T3 T4 Note: N/A = Not Applicable Accessories TB = Transformer Base* ABS-BC = ABS Base Cover* LW = Lowering Winch LW-ELECTRIC = Electric Lowering Winch BA = Banner Arm FH = Flag Holder PTTA = Pole Top Tenon Adapter* *See our online product catalog for complete catalog numbers of these options and accessories. ** UL Listed labeling is available for catalog steel and aluminum poles—both Commercial & Industrial and Roadway. UL Listed labeling is not available for brackets. UL Listing must be specified at the time of order. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D2-NB-VD Notes: Type: AA2 PULSE20-74014 Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T2-SA-BZ Notes: Type: BB PULSE20-74014 Project Catalog #Type Prepared by Notes Date PS500001EN page 1 March 4, 2020 3:10 PM Quick Facts • Lumen packages range from 7,100 - 48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Configurations page 3 • Product Specifications page 3 • Energy and Performance Data page 4 • Control Options page 5 Dimensional Details Prevail XL Prevail 17-7/8" [454mm]39-5/8" [1006mm] 3-11/16"[94mm] 13-15/16" [354mm]26-13/16" [681mm] 2-3/4"[70mm]6-15/16"[177mm] 7-1/8"[180mm] Prevail Prevail XL Area / Site Luminaire Lumark PRV / PRV-XL Prevail LED Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas CLASS A Product Certifications Product Features LumenSafe Technology LumaWatt Pro WaveLinx Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T2-SA-BZ Notes: Type: BB PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 2 March 4, 2020 3:10 PM Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting (Included)Color PRV=Prevail C15=(1 LED) 7,100 Nominal LumensC25=(2 LEDs) 13,100 Nominal LumensC40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V)347=347V480=480V 4 T2=Type IIT3=Type IIIT4=Type IV T5=Type V SA=Standard Versatile ArmMA=Mast Arm WM=Wall Mount Arm AP=GreyBZ=BronzeBK=Black DP=Dark PlatinumGM=Graphite Metallic WH=WhitePRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 17 7030=70 CRI / 3000K CCT 5 7050=70 CRI / 5000K CCT 5 HSS=House Side Shield 6 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 7 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12=Integrated Sensor for Dimming Operation, 8' − 12' Mounting Height 8, 9 MSP/DIM-L30=Integrated Sensor for Dimming Operation, 12' − 30' Mounting Height 8, 9 MSP-L12=Integrated Sensor ON/OFF Operation, 8' − 12' Mounting Height 8, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' − 30' Mounting Height 8, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' − 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' − 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' − 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' − 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4XX=Wavelinx Wireless Sensor, 7' − 15' Mounting Height 9, 11, 12, 13 ZW-SWPD5XX=Wavelinx Wireless Sensor, 15' − 40' Mounting Height 9, 11, 12, 13 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' − 16' Mounting Height 9, 14 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' − 40' Mounting Height 9, 14 (See Table Below)=LumenSafe Integrated Network Security Camera 15, 16 PRVWM-XX=Wall Mount Kit 8 PRVMA-XX=Mast Arm Mounting Kit 8 PRVSA-XX=Standard Arm Mounting Kit 8 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 15 PRVXLWM-XX=Wall Mount Kit (for Prevail XL) 15 PRVXLMA-XL=Mast Arm Mounting Kit (for Prevail XL) 15 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. TenonMA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. TenonMA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 6, 18 VGS-F/B=Vertical Glare Shield, Front/Back 18 VGS-SIDE=Vertical Glare Shield, Side 18 OA/RA1013=Photocontrol Shorting CapOA/RA1014=NEMA Photocontrol − 120V OA/RA1016=NEMA Photocontrol − Multi-Tap 105-285VOA/RA1201=NEMA Photocontrol − 347V OA/RA1027=NEMA Photocontrol − 480VISHH-01=Integrated Sensor Programming Remote 19 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 20 SWPD4-XX=WaveLinx Wireless Sensor, 7' − 15' Mounting Height 12, 13, 21 SWPD5-XX=WaveLinx Wireless Sensor, 15' − 40' Mounting Height 12, 13, 21 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 22 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Use dedicated IES files on product website for non-standard CCTs. 6. Option will come factory-installed. House Side Shield not suitable with T5 distribution or C60 lumen package. 7. Not available with C60 lumen package. 8. Only available in PRV configurations C15, C25, C40 or C60. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. Replace XX with sensor color (WH, BZ, or BK). 14. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 15. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 16. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 17. Replace XX with paint color. 18. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). 19. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 20. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 22. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V)347=347V 2 T3=Type IIIT4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. Ordering Information SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Stock Ordering Information Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T2-SA-BZ Notes: Type: BB PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 3 March 4, 2020 3:10 PM Pole Mount Arm (PRV) 4-15/16"[125mm]3-3/4"[96mm] 6-15/16"[177mm] 4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole 5-11/16"[144mm]3-1/8"[78mm] 7-1/8"[180mm]4"[102mm] 4-7/8"[124mm] 1-7/16" [34mm] 1/2" [14mm]Dia. Hole 6"[153mm]3-1/4"[83mm] 2-1/2"[64mm]O.D. 7-13/32"[188mm] 4-1/8"[104mm] 3"[76mm]O.D. 3-5/16"[84mm]O.D. 8"[203mm]7"[178mm] 6"[152mm] 5"[127mm] 3"[76mm] 13/32"[11mm]Dia. Hole6"[152mm]2-3/8"[60mm] 8"[203mm]7-1/8"[181mm] 7/16"[12mm]Dia. Hole 5-1/8"[130mm] Pole Mount Arm (PRV-XL)Versatile Mount System Wall Mount (PRV) Mounting Configurations and EPAs NOTE: For 2 PRV’s mounted at 90°, requires minimum 3” square or 4” round pole for fixture clearance. For 2 PRV-XL’s mounted at 90°, requires minimum 4” square or round pole for fixture clearance. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Mast Arm Mount (PRV)Mast Arm Mount (PRV-XL) Wall Mount (PRV-XL) PRV-C15 (7,100 Nominal Lumens)PRV-C25/C40/C60 (13,100/17,100/20,000 Nominal Lumens) PRV-XL-C75/C100/C125 (26,100/31,000/36,300 Nominal Lumens)PRV-XL-C150/C175 (41,100/48,600 Nominal Lumens) Wall Mount Arm Mount SingleEPA 0.92 (PRV)EPA 1.12 (PRV-XL) Arm Mount 2 @ 180°EPA 1.35 (PRV)EPA 2.25 (PRV-XL) Arm Mount 2 @ 90°EPA 1.42 (PRV)EPA 2.13 (PRV-XL) Arm Mount 4 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Arm Mount 3 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Product Specifications Construction • Single-piece die-cast aluminum housing • Tethered die-cast aluminum door Optics • Dark Sky Approved (3000K CCT and warmer only) • Precision molded polycarbonate optics Electrical • -40°C minimum operating temperature • 40°C maximum operating temperature • >.9 power factor • <20% total harmonic distortion • Class 1 electronic drivers have expected life of 100,000 hours with <1% failure rate • 0-10V dimming driver is standard with leads external to the fixture Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8" • A knock-out on the standard mounting arm enables round pole mounting • Prevail: 3G vibration rated • Prevail XL Mast Arm: 3G vibration rated • Prevail XL Standard Arm: 1.5G vibration rated Finish • Five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Prevail: 20 lbs. (9.09 kgs.) • Prevail XL: 45 lbs. (20.41 kgs.) Mounting Details Optical Configurations Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T2-SA-BZ Notes: Type: BB PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 4 March 4, 2020 3:10 PM Power and Lumens (PRV) Light Engine C15 C25 C40 C60 Power (Watts)52 96 131 153 Input Current @ 120V (A) 0.43 0.80 1.09 1.32 Input Current @ 277V (A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0.30 0.41 0.48 Input Current @ 480V (A) 0.12 0.22 0.30 0.35 Distribution Type II 4000K Lumens 7,123 13,205 17,172 20,083 BUG Rating B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 3000K Lumens 6,994 12,965 16,860 19,718 Type III 4000K Lumens 7,111 13,183 17,144 20,050 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 3000K Lumens 6,982 12,944 16,832 19,686 Type IV 4000K Lumens 7,088 13,140 17,087 19,984 BUG Rating B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 3000K Lumens 6,959 12,901 16,777 19,621 Type V 4000K Lumens 7,576 14,045 18,264 21,360 BUG Rating B3-U0-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) Light Engine C75 C100 C125 C150 C175 Power (Watts)176 217 264 285 346 Input Current @ 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 480V (A) 0.40 0.48 0.57 0.62 0.74 Distribution Type II 4000K Lumens 26,263 31,231 36,503 41,349 48,876 BUG Rating B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25,786 30,664 35,840 40,598 47,989 Type III 4000K Lumens 26,120 31,061 36,304 41,124 48,610 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 Type IV 4000K Lumens 26,098 31,035 36,274 41,089 48,569 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 Type V 4000K Lumens 28,129 33,450 39,097 44,287 52,349 BUG Rating B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 Lumen Maintenance Configuration TM-21 Lumen Maintenance (50,000 Hours) Theoretical L70 (Hours) Up to PRV-C60 at 25ºC 91.30%194,000 Up to PRV-C60 at 40ºC 87.59%134,000 Up to PRV-XL-C175 at 25ºC 91.40%204,000 Up to PRV-XL-C175 at 40ºC 89.41%158,000 Lumen Multiplier Ambient Temperature Lumen Multiplier 10ºC 1.02 15ºC 1.01 25ºC 1.00 40ºC 0.99 Energy and Performance Data View PRV IES files View PRV-XL IES files Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T2-SA-BZ Notes: Type: BB PULSE20-74014 Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2020 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. PRV / PRV-XL PrevailLumark PS500001EN page 5 March 4, 2020 3:10 PM Control Options 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for “dusk-to-dawn” control or “daylight harvesting”. Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8’-40’. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 105 15 205 0 30 22 15 157.5 22 307.5 030 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 183 0 20 50 30 0 30 50401020102040 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 201510105 15 205 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) FPO 0 10 20 30 4010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 0 10 20 30 4010203040 40 30 20 0 24 18 8 0 8 18 24 LumenSafe (LD) The LumenSafe integrated network camera is a streamlined, outdoor-ready camera that provides high definition video surveillance. This IP camera solution is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: BB PULSE20-74014 DRILL MOUNT OPTIONS TENON MOUNT OPTIONS 1 1 2 2 3 3 4 4 A A B B C C D D CCPS-1-4011-20SHEET 1 OF 1 0° HANDHOLE 90°270° 180°DRAWN:REVISION:QUOTE:S.O.#DATE:TITLE:CATALOG:DWG NO:SIZE:SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WINDINDUCED VIBRATIONS CAUSING A FATIGUE PROBLEM. NO METHOD HAS YET BEEN FOUND FORPREDICTING DESTRUCTIVE LIGHTING POLE VIBRATION. THESE CONDITIONS ARE UNIQUE ANDCANNOT BE GUARANTEED AGAINST, AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER.DATE:APPROVAL SIGNATURE:WARNING: DO NOT INSTALL LIGHT POLE WITHOUT INTENDED LOADING.APPROVAL SIGNATURE:L. GRUNIS7/16/201914.00 POLE HGT. POLE SPECIFICATIONS NO.COMPONENT ASTM DESIGNATION MIN. YIELD (P.S.I) 1.POLE SHAFT A-500 GR. B 46,000 2.BASE PLATE A36 36,000 3.ANCHOR BOLTS F1554 GR. 55 55,000 4. GALVANIZED HARDWARE A153 - FINISH SPECIFICATIONS POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. POLE DIMENSIONSPOLE HGT (FT.)TOP SQ. SIZE (IN.)BOT. SQ. SIZE (IN.)GAGE MTG. HGT. (FT.) 20'4.00 4.00 11 GAGE 20' POLE DIMENSIONSBOLT CIRCLE (IN.)BASE PLATE DIM. (IN.)BOLT HOLE (IN.)PLATE THK. (IN.) 8.00-9.00 8.00 SQ 1.00 .75 ANCHOR BOLT DIMENSIONSANCHOR BOLT DIA. (IN.)ANCHOR BOLT LENGTH (IN.) .75 20.00ALLOWABLE WIND LOADING (SQ. FT.) WIND*80 MPH 90 MPH 100 MPH 120 MPH EPA 9.0 7.3 5.9 4.2 *WITH 1.3 GUST FACTOR POLE SHAFT REMOVABLE CAP TENON MOUNT STYLES: T2- Ø2.38 OD X 4.00 LG T2.5- Ø2.88 OD X 4.00 LG T3- Ø3.00 OD X 5.00 LG T4- Ø4.00 OD X 6.00 LG 3.00 X 5.00 HAND HOLE W/ COVER POLE DETAIL .75 17.00 3.00 Ø.75 X 20.00 ANCHOR BOLT 8.00 SQ. Ø8.00-Ø9.00 BOLT CIRCLE 8.00 X 8.00 X .75 THK. BASE PLATE DRILL PER FIXTURE REQUIREMENTS: D1 - DRILL FOR 1 FIXTURE D2 - DRILL FOR 2 FIXTURES AT 90° OR 180° D3 - DRILL FOR 3 FIXTURES D4 - DRILL FOR 4 FIXTURES POLE SHAFT REMOVABLE BASE COVER Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: BB PULSE20-74014 Pole Ordering Guide CPS-1 204011 FH @180 9’ Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Example Order Number BUILD YOUR ORDER NUMBER Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Fixture Brand Product Number Fixture Brand Product Number ORDER NUMBER TEMPLATE Mounting Type Fixture Mounting Arrangement Finish Options Design Orientation Height From Base AB T2 DB WB-15 @90 10’ Mounting Type Fixture MountingArrangement Finish Options Design Orientation Height From Base Mounting Type AB = Anchor Base EMB = Embedded (Direct Burial) Fixture Mounting Arrangement *Round poles only Refer to the Mounting Orientation Guide on the next page of this file. Finish WH = White TWH = Textured White DB = Dark Bronze TMB = Textured Medium Bronze HB = Harvest Bronze NB = New Bronze SL = Silver MGY = Medium Gray GR = Gray TGR = Textured Gray GM = Graphite Metallic DP = Dark Platinum MA = Matte Aluminum PSP = Platinum Silver BK = Black TBK = Textured Black MG = Moss Green Contact us for custom colors. Options CMB = Camera Mounting Bracket CMP = Camera Mounting Plate WB-15 = Mounting Bracket WC = Welded Coupling (denote size) WN = Welded Nipple (denote size) CSBC = Custom Steel Base Cover VD = Vibration Dampener IUC = In Use Cover GFCI = Ground Fault Circuit Interrupter DR = Duplex Receptacle UL = UL Listed** D1 D2@90 D2@180 D3@90 D3@120* D4 T2 T2.5 T3 T4 Note: N/A = Not Applicable Accessories TB = Transformer Base* ABS-BC = ABS Base Cover* LW = Lowering Winch LW-ELECTRIC = Electric Lowering Winch BA = Banner Arm FH = Flag Holder PTTA = Pole Top Tenon Adapter* *See our online product catalog for complete catalog numbers of these options and accessories. ** UL Listed labeling is available for catalog steel and aluminum poles—both Commercial & Industrial and Roadway. UL Listed labeling is not available for brackets. UL Listing must be specified at the time of order. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: BB PULSE20-74014 Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T4-SA-BZ Notes: Type: CC PULSE20-74014 Project Catalog #Type Prepared by Notes Date PS500001EN page 1 March 4, 2020 3:10 PM Quick Facts • Lumen packages range from 7,100 - 48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Configurations page 3 • Product Specifications page 3 • Energy and Performance Data page 4 • Control Options page 5 Dimensional Details Prevail XL Prevail 17-7/8" [454mm]39-5/8" [1006mm] 3-11/16"[94mm] 13-15/16" [354mm]26-13/16" [681mm] 2-3/4"[70mm]6-15/16"[177mm] 7-1/8"[180mm] Prevail Prevail XL Area / Site Luminaire Lumark PRV / PRV-XL Prevail LED Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas CLASS A Product Certifications Product Features LumenSafe Technology LumaWatt Pro WaveLinx Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T4-SA-BZ Notes: Type: CC PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 2 March 4, 2020 3:10 PM Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting (Included)Color PRV=Prevail C15=(1 LED) 7,100 Nominal LumensC25=(2 LEDs) 13,100 Nominal LumensC40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V)347=347V480=480V 4 T2=Type IIT3=Type IIIT4=Type IV T5=Type V SA=Standard Versatile ArmMA=Mast Arm WM=Wall Mount Arm AP=GreyBZ=BronzeBK=Black DP=Dark PlatinumGM=Graphite Metallic WH=WhitePRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 17 7030=70 CRI / 3000K CCT 5 7050=70 CRI / 5000K CCT 5 HSS=House Side Shield 6 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 7 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12=Integrated Sensor for Dimming Operation, 8' − 12' Mounting Height 8, 9 MSP/DIM-L30=Integrated Sensor for Dimming Operation, 12' − 30' Mounting Height 8, 9 MSP-L12=Integrated Sensor ON/OFF Operation, 8' − 12' Mounting Height 8, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' − 30' Mounting Height 8, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' − 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' − 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' − 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' − 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4XX=Wavelinx Wireless Sensor, 7' − 15' Mounting Height 9, 11, 12, 13 ZW-SWPD5XX=Wavelinx Wireless Sensor, 15' − 40' Mounting Height 9, 11, 12, 13 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' − 16' Mounting Height 9, 14 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' − 40' Mounting Height 9, 14 (See Table Below)=LumenSafe Integrated Network Security Camera 15, 16 PRVWM-XX=Wall Mount Kit 8 PRVMA-XX=Mast Arm Mounting Kit 8 PRVSA-XX=Standard Arm Mounting Kit 8 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 15 PRVXLWM-XX=Wall Mount Kit (for Prevail XL) 15 PRVXLMA-XL=Mast Arm Mounting Kit (for Prevail XL) 15 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. TenonMA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. TenonMA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 6, 18 VGS-F/B=Vertical Glare Shield, Front/Back 18 VGS-SIDE=Vertical Glare Shield, Side 18 OA/RA1013=Photocontrol Shorting CapOA/RA1014=NEMA Photocontrol − 120V OA/RA1016=NEMA Photocontrol − Multi-Tap 105-285VOA/RA1201=NEMA Photocontrol − 347V OA/RA1027=NEMA Photocontrol − 480VISHH-01=Integrated Sensor Programming Remote 19 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 20 SWPD4-XX=WaveLinx Wireless Sensor, 7' − 15' Mounting Height 12, 13, 21 SWPD5-XX=WaveLinx Wireless Sensor, 15' − 40' Mounting Height 12, 13, 21 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 22 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Use dedicated IES files on product website for non-standard CCTs. 6. Option will come factory-installed. House Side Shield not suitable with T5 distribution or C60 lumen package. 7. Not available with C60 lumen package. 8. Only available in PRV configurations C15, C25, C40 or C60. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. Replace XX with sensor color (WH, BZ, or BK). 14. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 15. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 16. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 17. Replace XX with paint color. 18. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). 19. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 20. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 22. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V)347=347V 2 T3=Type IIIT4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. Ordering Information SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Stock Ordering Information Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T4-SA-BZ Notes: Type: CC PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 3 March 4, 2020 3:10 PM Pole Mount Arm (PRV) 4-15/16"[125mm]3-3/4"[96mm] 6-15/16"[177mm] 4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole 5-11/16"[144mm]3-1/8"[78mm] 7-1/8"[180mm]4"[102mm] 4-7/8"[124mm] 1-7/16" [34mm] 1/2" [14mm]Dia. Hole 6"[153mm]3-1/4"[83mm] 2-1/2"[64mm]O.D. 7-13/32"[188mm] 4-1/8"[104mm] 3"[76mm]O.D. 3-5/16"[84mm]O.D. 8"[203mm]7"[178mm] 6"[152mm] 5"[127mm] 3"[76mm] 13/32"[11mm]Dia. Hole6"[152mm]2-3/8"[60mm] 8"[203mm]7-1/8"[181mm] 7/16"[12mm]Dia. Hole 5-1/8"[130mm] Pole Mount Arm (PRV-XL)Versatile Mount System Wall Mount (PRV) Mounting Configurations and EPAs NOTE: For 2 PRV’s mounted at 90°, requires minimum 3” square or 4” round pole for fixture clearance. For 2 PRV-XL’s mounted at 90°, requires minimum 4” square or round pole for fixture clearance. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Mast Arm Mount (PRV)Mast Arm Mount (PRV-XL) Wall Mount (PRV-XL) PRV-C15 (7,100 Nominal Lumens)PRV-C25/C40/C60 (13,100/17,100/20,000 Nominal Lumens) PRV-XL-C75/C100/C125 (26,100/31,000/36,300 Nominal Lumens)PRV-XL-C150/C175 (41,100/48,600 Nominal Lumens) Wall Mount Arm Mount SingleEPA 0.92 (PRV)EPA 1.12 (PRV-XL) Arm Mount 2 @ 180°EPA 1.35 (PRV)EPA 2.25 (PRV-XL) Arm Mount 2 @ 90°EPA 1.42 (PRV)EPA 2.13 (PRV-XL) Arm Mount 4 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Arm Mount 3 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Product Specifications Construction • Single-piece die-cast aluminum housing • Tethered die-cast aluminum door Optics • Dark Sky Approved (3000K CCT and warmer only) • Precision molded polycarbonate optics Electrical • -40°C minimum operating temperature • 40°C maximum operating temperature • >.9 power factor • <20% total harmonic distortion • Class 1 electronic drivers have expected life of 100,000 hours with <1% failure rate • 0-10V dimming driver is standard with leads external to the fixture Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8" • A knock-out on the standard mounting arm enables round pole mounting • Prevail: 3G vibration rated • Prevail XL Mast Arm: 3G vibration rated • Prevail XL Standard Arm: 1.5G vibration rated Finish • Five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Prevail: 20 lbs. (9.09 kgs.) • Prevail XL: 45 lbs. (20.41 kgs.) Mounting Details Optical Configurations Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T4-SA-BZ Notes: Type: CC PULSE20-74014 PRV / PRV-XL PrevailLumark PS500001EN page 4 March 4, 2020 3:10 PM Power and Lumens (PRV) Light Engine C15 C25 C40 C60 Power (Watts)52 96 131 153 Input Current @ 120V (A) 0.43 0.80 1.09 1.32 Input Current @ 277V (A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0.30 0.41 0.48 Input Current @ 480V (A) 0.12 0.22 0.30 0.35 Distribution Type II 4000K Lumens 7,123 13,205 17,172 20,083 BUG Rating B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 3000K Lumens 6,994 12,965 16,860 19,718 Type III 4000K Lumens 7,111 13,183 17,144 20,050 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 3000K Lumens 6,982 12,944 16,832 19,686 Type IV 4000K Lumens 7,088 13,140 17,087 19,984 BUG Rating B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 3000K Lumens 6,959 12,901 16,777 19,621 Type V 4000K Lumens 7,576 14,045 18,264 21,360 BUG Rating B3-U0-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) Light Engine C75 C100 C125 C150 C175 Power (Watts)176 217 264 285 346 Input Current @ 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 480V (A) 0.40 0.48 0.57 0.62 0.74 Distribution Type II 4000K Lumens 26,263 31,231 36,503 41,349 48,876 BUG Rating B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25,786 30,664 35,840 40,598 47,989 Type III 4000K Lumens 26,120 31,061 36,304 41,124 48,610 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 Type IV 4000K Lumens 26,098 31,035 36,274 41,089 48,569 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 Type V 4000K Lumens 28,129 33,450 39,097 44,287 52,349 BUG Rating B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 Lumen Maintenance Configuration TM-21 Lumen Maintenance (50,000 Hours) Theoretical L70 (Hours) Up to PRV-C60 at 25ºC 91.30%194,000 Up to PRV-C60 at 40ºC 87.59%134,000 Up to PRV-XL-C175 at 25ºC 91.40%204,000 Up to PRV-XL-C175 at 40ºC 89.41%158,000 Lumen Multiplier Ambient Temperature Lumen Multiplier 10ºC 1.02 15ºC 1.01 25ºC 1.00 40ºC 0.99 Energy and Performance Data View PRV IES files View PRV-XL IES files Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: PRV-C40-D-UNV-T4-SA-BZ Notes: Type: CC PULSE20-74014 Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2020 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. PRV / PRV-XL PrevailLumark PS500001EN page 5 March 4, 2020 3:10 PM Control Options 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for “dusk-to-dawn” control or “daylight harvesting”. Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8’-40’. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 105 15 205 0 30 22 15 157.5 22 307.5 030 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 183 0 20 50 30 0 30 50401020102040 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 201510105 15 205 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) FPO 0 10 20 30 4010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 0 10 20 30 4010203040 40 30 20 0 24 18 8 0 8 18 24 LumenSafe (LD) The LumenSafe integrated network camera is a streamlined, outdoor-ready camera that provides high definition video surveillance. This IP camera solution is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: CC PULSE20-74014 DRILL MOUNT OPTIONS TENON MOUNT OPTIONS 1 1 2 2 3 3 4 4 A A B B C C D D CCPS-1-4011-20SHEET 1 OF 1 0° HANDHOLE 90°270° 180°DRAWN:REVISION:QUOTE:S.O.#DATE:TITLE:CATALOG:DWG NO:SIZE:SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WINDINDUCED VIBRATIONS CAUSING A FATIGUE PROBLEM. NO METHOD HAS YET BEEN FOUND FORPREDICTING DESTRUCTIVE LIGHTING POLE VIBRATION. THESE CONDITIONS ARE UNIQUE ANDCANNOT BE GUARANTEED AGAINST, AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER.DATE:APPROVAL SIGNATURE:WARNING: DO NOT INSTALL LIGHT POLE WITHOUT INTENDED LOADING.APPROVAL SIGNATURE:L. GRUNIS7/16/201914.00 POLE HGT. POLE SPECIFICATIONS NO.COMPONENT ASTM DESIGNATION MIN. YIELD (P.S.I) 1.POLE SHAFT A-500 GR. B 46,000 2.BASE PLATE A36 36,000 3.ANCHOR BOLTS F1554 GR. 55 55,000 4. GALVANIZED HARDWARE A153 - FINISH SPECIFICATIONS POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. POLE DIMENSIONSPOLE HGT (FT.)TOP SQ. SIZE (IN.)BOT. SQ. SIZE (IN.)GAGE MTG. HGT. (FT.) 20'4.00 4.00 11 GAGE 20' POLE DIMENSIONSBOLT CIRCLE (IN.)BASE PLATE DIM. (IN.)BOLT HOLE (IN.)PLATE THK. (IN.) 8.00-9.00 8.00 SQ 1.00 .75 ANCHOR BOLT DIMENSIONSANCHOR BOLT DIA. (IN.)ANCHOR BOLT LENGTH (IN.) .75 20.00ALLOWABLE WIND LOADING (SQ. FT.) WIND*80 MPH 90 MPH 100 MPH 120 MPH EPA 9.0 7.3 5.9 4.2 *WITH 1.3 GUST FACTOR POLE SHAFT REMOVABLE CAP TENON MOUNT STYLES: T2- Ø2.38 OD X 4.00 LG T2.5- Ø2.88 OD X 4.00 LG T3- Ø3.00 OD X 5.00 LG T4- Ø4.00 OD X 6.00 LG 3.00 X 5.00 HAND HOLE W/ COVER POLE DETAIL .75 17.00 3.00 Ø.75 X 20.00 ANCHOR BOLT 8.00 SQ. Ø8.00-Ø9.00 BOLT CIRCLE 8.00 X 8.00 X .75 THK. BASE PLATE DRILL PER FIXTURE REQUIREMENTS: D1 - DRILL FOR 1 FIXTURE D2 - DRILL FOR 2 FIXTURES AT 90° OR 180° D3 - DRILL FOR 3 FIXTURES D4 - DRILL FOR 4 FIXTURES POLE SHAFT REMOVABLE BASE COVER Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: CC PULSE20-74014 Pole Ordering Guide CPS-1 204011 FH @180 9’ Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Example Order Number BUILD YOUR ORDER NUMBER Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Fixture Brand Product Number Fixture Brand Product Number ORDER NUMBER TEMPLATE Mounting Type Fixture Mounting Arrangement Finish Options Design Orientation Height From Base AB T2 DB WB-15 @90 10’ Mounting Type Fixture MountingArrangement Finish Options Design Orientation Height From Base Mounting Type AB = Anchor Base EMB = Embedded (Direct Burial) Fixture Mounting Arrangement *Round poles only Refer to the Mounting Orientation Guide on the next page of this file. Finish WH = White TWH = Textured White DB = Dark Bronze TMB = Textured Medium Bronze HB = Harvest Bronze NB = New Bronze SL = Silver MGY = Medium Gray GR = Gray TGR = Textured Gray GM = Graphite Metallic DP = Dark Platinum MA = Matte Aluminum PSP = Platinum Silver BK = Black TBK = Textured Black MG = Moss Green Contact us for custom colors. Options CMB = Camera Mounting Bracket CMP = Camera Mounting Plate WB-15 = Mounting Bracket WC = Welded Coupling (denote size) WN = Welded Nipple (denote size) CSBC = Custom Steel Base Cover VD = Vibration Dampener IUC = In Use Cover GFCI = Ground Fault Circuit Interrupter DR = Duplex Receptacle UL = UL Listed** D1 D2@90 D2@180 D3@90 D3@120* D4 T2 T2.5 T3 T4 Note: N/A = Not Applicable Accessories TB = Transformer Base* ABS-BC = ABS Base Cover* LW = Lowering Winch LW-ELECTRIC = Electric Lowering Winch BA = Banner Arm FH = Flag Holder PTTA = Pole Top Tenon Adapter* *See our online product catalog for complete catalog numbers of these options and accessories. ** UL Listed labeling is available for catalog steel and aluminum poles—both Commercial & Industrial and Roadway. UL Listed labeling is not available for brackets. UL Listing must be specified at the time of order. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPS-1-4011-20'-D1-NB-VD Notes: Type: CC PULSE20-74014 Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: ARB-B4-LED-D1-T5-BZ Notes: Type: DD PULSE20-74014 Invue ARB ARBOR POST TOP DECORATIVE LUMINAIRE SPECIFICATION FEATURES Construction Two-piece IP66 rated housing is cast from low copper content corrosion resistant aluminum, maintaining strength and precision to sustain long term dayform appearance. ANSI C136.31 testing compliance prevents damage from installation generated vibration. External hardware and casting seams are minimized to enhance appearance. Optics Specifically designed for pedestrian applications, WaveStream LED optical waveguide technology produces both symmetric NEMA type V and asymmetric NEMA II, III, IV distributions. The waveguide is manufactured from precision injection molded acrylic resulting in a pixelation free optical image for improved glare control and visual comfort. Luminaire efficacy’s measure up to 100 lm/w for 4000K (+/- 275K) CCT at 70 CRI (min), optional 3000K CCT at 80 CRI is also available. Electrical LED driver(s) are directly mounted to upper housing thermal pad for optimal thermal performance. Standard 0-10V dimming drivers and Eaton’s proprietary surge protection module are designed to withstand 10kV of transient line surge. Drivers operate at 120-277V 50/60Hz with 347V/60Hz or 480V/60Hz operation optional. Suitable for ambient temperature applications as low as -40°C (40°F) to 40°C (104°F). Limited high ambient options allow for 50°C operation. Controls The Arbor LED luminaire control options are designed to be simple and cost-effective ASHRAE and California Title 24 compliant solutions. The ANSI C136.41 compliant NEMA 7-PIN receptacle enables wireless dimming when used with compatible photocontrol. An integrated dimming and occupancy sensor is a standalone control option available in on/ off (MS) and bi-level dimming (MS/DIM) operation. The optional LumaWatt ProTM system is best described as a peer-to-peer wireless network of luminaire- integral sensors that operate in accordance with programmable profiles. Each sensor is capable of motion and photo sensing, metering power consumption and wireless communication. See control options page for more details. Mounting Fitter assembly mounts over 2-3/8" O.D. tenon and is secured via six concealed stainless steel set screws. Design of fitter provides seamless transition to 3" O.D. round pole top. Additional mounting accessories include a single fixture arm mount, twin fixture arm mount and wall mount arm. Additional pole mount accessories mount to a 3" x 4" long tenon for 4" - 5" O.D. poles tops. For existing 2-3/8" tenons an adapter is shipped standard. Finish Eaton utilizes premium ultra-weatherable TGIC based polyester powder coatings that are specifically formulated to withstand extended outdoor exposure. The powders are formulated exclusively for Eaton to serve functionally as well as decorative. Good film appearance combinded with excellent mechanical an exterior exposure qualities display greater than twice as much gloss retention. RAL and custom color matches available. Finish is compliant with ASTM B117 3000hr salt spray standard. Warranty Five-year warranty. TD516018EN November 27, 2019 4:53 PM The Invue Arbor post top brings architectural style to area/site and pedestrian scale applications. Its dayform appearance brings a desired organic look into the urban environment. WaveStreamTM LED Optics provide a uniform pixelation free image, managing glare while providing high levels of visibility. DESCRIPTION CERTIFICATION DATA UL/cUL Listed ANSI C136.31 1.5G Vibration Tested IEG 60529 IP66 Housing ASTM B117 SaH Spray Tested ASTM A3560 Low Cooper Alloy RoHS ISO 9001 Dark Sky Approved (3000K CCT and warmer only) ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V 50/60Hz, 347V/60Hz, 480V/60Hz 40°C Ambient Temperature Rating As low as -40°C (-40°F) minimum temperature *See MINIMUM TEMPERATURE table EPA Effective Projected Area: (Sq. Ft.) 0.9 Approximate Net Weight: 37 lbs. [16.8 kgs.]SY S T EM S C ERTI F IE D3" [76mm] 25-5/16" [643mm] 25-3/4"[653mm] DIMENSIONS Catalog # Type Date Project Comments Prepared by Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: ARB-B4-LED-D1-T5-BZ Notes: Type: DD PULSE20-74014 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD516018EN November 27, 2019 4:53 PM ARB ARBOR POST TOP 20" [508mm]1-3/4"[44mm]5-1/4" [133mm] 11-1/2"[292mm] 39" [991mm] 21-7/8" [556mm] Single Arm Mount (ARSA-XX) Weight: 56 lbs. [25.45 kgs.] EPA: 1.7 Sq. Ft. Post Top Adapter (ARPA4-XX) Weight: 41 lbs. [18.63 kgs.] EPA: 1.2 Sq. Ft. Twin Arm Mount (ARTA15-XX) Weight: 114 lbs. [51.81 kgs.] EPA: 3.45 Sq. Ft. Wall Mount Arm (ARWM-XX) Weight: 57 lbs. [25.91 kgs.] EPA: 1.8 Sq. Ft. 15"[381mm] 12"[305mm] 5"[127mm] (4) 1/2"[14mm] 1-3/4"[44mm] 15"[381mm] 8"[203mm] 4-1/2"[114mm] O.D. 4-1/2" [114mm]O.D. 4-1/2"[114mm] O.D. Wall Mount Arm Drill Pattern MOUNTING CONFIGURATIONS (WEIGHT AND EPAS INCLUDES FIXTURE) 14’ 10’ 8’ 18’ 22’ Tw in Arm MountSingle Mount w/ArmSingle Post Top Wall Mount POLE CONFIGURATIONS (ARP DECORATIVE POLE SHOWN) page 2 MOUNTING REQUIREMENTS CHART Tenon O.D. (Inches)2-3/8" Tenon Pole Top O.D. (Inches)3"4"5" Post Top Standard Spacer (Provided) & ARPA4-XX (Order Separately) Spacer (Provided) & ARPA4-XX (Order Separately) Single Arm Mount Spacer (Provided) Spacer (Provided) Spacer (Provided) Tenon O.D. (Inches)3" Tenon Pole Top O.D. (Inches)4"5" Post Top ARPA4-XX (Order Separately) ARPA4-XX (Order Separately) Single Arm Mount Standard Standard Twin Mount Standard Standard Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: ARB-B4-LED-D1-T5-BZ Notes: Type: DD PULSE20-74014 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting ARB ARBOR POST TOP TD516018EN November 27, 2019 4:53 PM page 3 CONTROL OPTIONS 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable "dusk-to-dawn" lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for "dusk-to-dawn" control or "daylight harvesting". Note: For MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8'-40'. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 105 15 205 0 30 22 15 157.5 22 307.5 030 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 183 0 20 50 30 0 30 50401020102040 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 201510105 15 205 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) FPO 0 10 20 30 4010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 0 10 20 30 4010203040 40 30 20 0 24 18 8 0 8 18 24 Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: ARB-B4-LED-D1-T5-BZ Notes: Type: DD PULSE20-74014 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting ARB ARBOR POST TOP TD516018EN November 27, 2019 4:53 PM ORDERING INFORMATION POWER AND LUMENS LUMEN MULTIPLIER COLOR TEMPERATURE MINIMUM AMBIENT TEMPERATURE LUMEN MAINTENANCE page 4 Sample Number: ARB-B2-LED-D1-T2-GM Product Family 1, 2 Lumens 3 Lamp Type Voltage Distribution Color ARB=Arbor Post Top B1= Nominal 2,300 Lumens B2=Nominal 4,500 Lumens B3=Nominal 8,500 Lumens B4= Nominal 9,500 Lumens 4 LED= Solid State Light Emitting Diodes D1=Dimming Driver (120-277V) 347=347V 5 480=480V 5 , 6 T2=Type II T3=Type III T4 =Type IV T5=Type V AP=Grey BZ=Bronze BK=Black DP=Dark Platinum GM=Graphite Metallic WH=White CC=Custom Color 7 Options (Add as Suffix)Accessories (Order Separately) 17 7030=70 CRI / 3000K CCT 8 8030=80 CRI / 3000K CCT 8 PC=Button Type Photocontrol PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle HA=50°C High Ambient Temperature 9 MS-L08=Photo/Motion Sensor for ON/OFF Operation, Maximum 8' Mounting Height 10, 11 MS-L20= Photo/Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 10, 11 MS-L40W=Photo/Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 10, 11 MS/DIM-L08=Photo/Motion Sensor for Dimming Operation, Maximum 8' Mounting Height 10, 11 MS/DIM-L20=Photo/Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 10, 11 MS/DIM-L40W=Photo/Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 10, 11 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 10, 11, 12, 13 ZW-SWPD4WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 10, 11, 12, 13 ZW-SWPD5WH=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, White 10, 11, 12, 13 LWR-LW= LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 10, 14 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 10, 14 5LTD =Fifth Light Dali Driver 10, 15 DIM=0-10V External Dimming Leads 10, 16 VS=Tempered Glass Vandal Shield ARSA-XX=Single Pole Mount Arm 18 ARWM-XX=Wall Mount Arm ARTA15-XX=Twin Mount Bracket 18 ARPA4-XX=Pole Adapter 4" O.D. Pole FSIR-100=Wireless Configuration Tool for Occupancy Sensor 19 SWPD4-WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 13, 20 SWPD5-WH=Wavelinx Wireless Sensor, 16' - 40' Mounting Height, White 13, 20 WOLC-7P-10A=Wavelinx Outdoor Control Module (7-PIN) 10, 21 NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional information. 2. Fixture slipfits over standard 2-3/8" tenon. 3" O.D. tenon when used with a ARPA4-XX 4” O.D. pole adapter. 3. Standard 4000K CCT, nominal 70CRI. 4. B4 only available with Type V distribution. 5. Requires the use of a step down transformer. 6. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 7. Custom and RAL color matching available upon request. Consult your lighting representative at Eaton for more information. 8. Extended lead times apply. Use dedicated IES files when performing layouts. These files are published on the Arbor luminaire product page on the website. 9. Not available with B3 lumen package in Type II, III, or IV distributions. 10. Controls system is not available with photocontrol (PC), photocontrol receptacle (PER or PER7), or other controls systems (MS, ZW, LWR, 5LTD, or DIM). 11. Not available with HA option. 12. Sensor passive infrared (PIR) may be overly sensitive below -20°C (-4°F). 13. In order for device to be field-configurable, requires WAC Gateway components WAC-POE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more WaveLinx application information. 14. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 15. Only available in B1 and B2 lumen packages. 16. Low voltage control leads brought 18" outside fixture. 17. Replace XX with paint color. 18. Fits on 3" O.D. x 4" long tenon for nominal 4-1/2" O.D. pole top. 19. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative for more information. 20. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 21. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. Color Temperature (CCT) CRI (Nominal)Multiplier 4000 70 1.00 3000 80 0.91 Lumen Package Temperature B1 -40ºC B2 -35ºC B3 -35ºC B4 -40ºC All DALI powered lumen packages -20ºC Ambient Temperature TM-21 Lumen Maintenance (60,000 Hours) Calculated L70 (Hours) 25ºC >91%>230,000 40ºC >88%>172,000 50ºC >86%>142,000 NOTE: Maintenance data applies to the highest drive current and represents the worst case at the highest wattage. Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 Lumen Package B1 B2 B3 B4 Drive Current Power Wattage (Watts)24W 48W 96W 99W Input Current (mA) @ 120V 200 400 800 830 Input Current (mA) @ 208V 120 240 470 480 Input Current (mA) @ 240V 100 200 400 420 Input Current (mA) @ 277V 90 180 350 360 Power Wattage (Watts)26W 53W 107W 108W Input Current (mA) @ 347V 79 161 325 328 Input Current (mA) @ 480V 58 117 235 237 Optics Type II Lumens 2,045 3,994 7,362 -- BUG Rating B1-U1-G1 B1-U2-G2 B3-U2-G3 -- Type III Lumens 2,324 4,534 8,451 -- BUG Rating B1-U1-G1 B1-U2-G2 B2-U2-G3 -- Type IV Lumens 2,408 4,691 8,740 -- BUG Rating B1-U1-G1 B1-U2-G2 B2-U2-G3 -- Type V Lumens 2,311 4,529 8,511 9,464 BUG Rating B2-U1-G1 B3-U2-G2 B3-U2-G3 B3-U2-G3 Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPA-2-5015-20'-T2-NB Notes: Type: DD PULSE20-74014 DRILLED MOUNTING OPTIONS TENON MOUNT OPTIONS 1 1 2 2 3 3 4 4 A A B B C C D D M. HARVALA2/18/2015CCPA-2-5015-20SHEET 1 OF 1 0° HANDHOLE 90°270° 180°DRAWN:CHECKEDREVISION:APPROVED:QUOTE:S.O.#REF:DATE:SCALE: NONETITLE:CATALOG:DWG NO:SIZE:SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WINDINDUCED VIBRATIONS CAUSING A FATIGUE PROBLEM. NO METHOD HAS YET BEEN FOUND FORPREDICTING DESTRUCTIVE LIGHTING POLE VIBRATION. THESE CONDITIONS ARE UNIQUE ANDCANNOT BE GUARANTEED AGAINST, AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER.POLE DETAIL Ø10.62 X 1.88 THK. BASE CASTING .75 17.00 3.00 Ø.75 X 20.00 ANCHOR BOLT 3.00 X 5.00 HAND HOLE COVER POLE SHAFT REMOVABLE CAP DRILLED PER FIXTURE REQUIREMENTS: D1- DRILLED FOR 1 FIXTURE D2- DRILLED FOR 2 FIXTURES AT 90° OR 180° D3- DRILLED FOR 3 FIXTURES AT 90° OR 120° D4- DRILLED FOR 4 FIXTURES POLE SHAFT .25 THK. TENON MOUNT TENON MOUNT OPTIONS: T2- Ø2.38 OD X 4.00 LG T3- Ø3.00 OD X 5.00 LG T4- Ø4.00 OD X 6.00 LG POLE DIMENSIONSPOLE HGT (FT.)TOP DIA. (IN.)BOTTOM DIA. (IN.)GAGE MTG. HGT. (FT.) 20'3.00 5.00 .156 20' BASE PLATE DIMENSIONSBOLT CIRCLE (IN.)BASE PLATE DIM. (IN.)BOLT HOLE (IN.)PLATE THK. (IN.) 7.75 10.62 .88 .75 ANCHOR BOLT DIMENSIONSANCHOR BOLT DIA. (IN.)ANCHOR BOLT LENGTH (IN.) .75 20.00ALLOWABLE WIND LOADING (SQ. FT.) WIND*80 MPH 90 MPH 100 MPH 120 MPH EPA 6.2 4.3 3.0 1.0 *WITH 1.3 GUST FACTOR 14.00 POLE HGT. (FT.) 3.00 X 5.00 HAND HOLE W/ COVER 10.62Ø Ø7.75 BOLT CIRCLE POLE SPECIFICATIONS NO.COMPONENT MAT'L DESIGNATION 1.POLE SHAFT 6063-T6 2.BASE PLATE A356-T6 3.ANCHOR BOLTS F1554 GR. 55 4.GALVANIZED HARDWARE A153 FINISH SPECIFICATIONS POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. Submitted by Pulse Products Job Name: Eagle Brook Church EBC West Metro Catalog Number: CPA-2-5015-20'-T2-NB Notes: Type: DD PULSE20-74014 Pole Ordering Guide CPS-1 204011 FH @180 9’ Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Example Order Number BUILD YOUR ORDER NUMBER Design Mounting HeightShaftSizeWallThickness Catalog Number Accessories Design Orientation Height From Base Fixture Brand Product Number Fixture Brand Product Number ORDER NUMBER TEMPLATE Mounting Type Fixture MountingArrangement Finish Options Design Orientation Height From Base AB T2 DB WB-15 @90 10’ Mounting Type Fixture MountingArrangement Finish Options Design Orientation Height From Base Mounting Type AB = Anchor Base EMB = Embedded (Direct Burial) Fixture Mounting Arrangement *Round poles only Refer to the Mounting Orientation Guide on the next page of this file. Finish WH = White TWH = Textured White DB = Dark Bronze TMB = Textured Medium Bronze HB = Harvest Bronze NB = New Bronze SL = Silver MGY = Medium Gray GR = Gray TGR = Textured Gray GM = Graphite Metallic DP = Dark Platinum MA = Matte Aluminum PSP = Platinum Silver BK = Black TBK = Textured Black MG = Moss Green Contact us for custom colors. Options CMB = Camera Mounting Bracket CMP = Camera Mounting Plate WB-15 = Mounting Bracket WC = Welded Coupling (denote size) WN = Welded Nipple (denote size) CSBC = Custom Steel Base Cover VD = Vibration Dampener IUC = In Use Cover GFCI = Ground Fault Circuit Interrupter DR = Duplex Receptacle UL = UL Listed** D1 D2@90 D2@180 D3@90 D3@120* D4 T2 T2.5 T3 T4 Note: N/A = Not Applicable Accessories TB = Transformer Base* ABS-BC = ABS Base Cover* LW = Lowering Winch LW-ELECTRIC = Electric Lowering Winch BA = Banner Arm FH = Flag Holder PTTA = Pole Top Tenon Adapter* *See our online product catalog for complete catalog numbers of these options and accessories. ** UL Listed labeling is available for catalog steel and aluminum poles—both Commercial & Industrial and Roadway. UL Listed labeling is not available for brackets. UL Listing must be specified at the time of order. JULY 2020 VIEW 1 VIEW 1 VIEW 2 VIEW 3 VIEW 4VIEW 5VIEW 6 VIEW 2 VIEW 3 VIEW 4VIEW 5VIEW 6 AUGUST 10, 2020 From:neisinger@comcast.net To:Brad Martens Subject:No to Mega Church Date:Tuesday, June 23, 2020 2:17:31 PM Mr. Martens - My name is Nick Eisinger and I live in Wild Meadows, adjacent to the proposed Eagle Brook Mega Church site. I would like to share my concern that a Church of that size is not appropriate for Corcoran in that location. It is adjacent to many densely populated neighborhoods (with more being added). The traffic, congestion, unsightly parking lot are all better suited for a more remote location with better buffering. The Church should be looking for space in which they can purchase a large parcel of land and ensure adequate spacing and away from so many neighborhoods. Please deny the application from Eagle Brook Church or force them to significantly down-size the proposal. Appreciate your time. Nick Eisinger From:Jessica Kleine Subject:Proposed Megachurch at 101 and Hackamore Date:Wednesday, June 24, 2020 11:19:09 AM Gentleman, Please work with the City of Corcoran to work with the church to find an alternative location or to reduce the scope of the building and parking lot in the proposed plan. Our area is not suitable for this type of building. Please feel free to contact me if you have any comments or concerns. Sincerely, Jessica Jessica L. Kleine Endospan Inc. Vice President of Clinical Affairs US Cell: + 1 (612) 280-0208 From:Aaron Savat To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Concerned about potential Eagle Brook Church near Ravinia neighborhood Date:Wednesday, June 24, 2020 7:59:16 PM Attachments:image001.png Dear Mayor & City Council, I’m writing to share my concerns regarding the proposed Eagle Brook campus at the corner of Hackamore & 101. I live in the Ravinia neighborhood which borders the proposed development. I am not opposed to a place of worship being developed on that site, but I am very concerned about the proposed size of the church and how it would impact my family and our neighbors in Ravinia. All four corners of the Hackamore/101 intersection will soon be filled with single family homes. How can that parcel of land even be zoned for a structure as large as Eagle Brook is proposing? I’m particularly concerned with potential light pollution, increased noise, and increased traffic that would result from this church. 850 parking spaces will mean a significant increase in car traffic in and around our neighborhood. Has a study been done to estimate the traffic impacts? I have 3 small children and I will be extremely concerned if the church parking lots connect into the streets of Ravinia. There will certainly be cars that cut through our neighborhood, which definitely raises safety concerns for me. Additionally, do we have estimates on how this proposed development will impact property values in the area? I don’t expect a lot of people will want to move into a neighborhood directly behind such a large church campus. Will the city be doing everything possible to get answers to these questions before moving forward? Please feel free to contact me via email or phone (651-216-1066) to discuss. Thank you! -Aaron Savat AARON J SAVAT, MBA Director, Career Network Talent Acquisition Thrivent Career Network aaron.savat@thrivent.com Direct 612-844-7287 Cell 651-216-1066 Toll Free 800-847-4836, "Directory," ext. 37287 625 Fourth Ave. S., Minneapolis, MN 55415-1665 This message contains confidential information intended only for the above addressees and may contain information that is proprietary or legally privileged. If you received this message in error, please notify us and delete the original message. You must obtain permission from Thrivent to use its logo on all materials. Failure to do so could result in legal action. From:Brent Nelson To:Brad Martens; general Subject:Proposed Eagle Brook Church Development Date:Thursday, June 25, 2020 10:46:59 AM Hello - I am writing about the proposed Eagle Brook Church development on the corner of 101 N and Hackamore Rd. I have no issue with the church going on there and think it would probably be better than houses. However, I would like to make one request for the city to consider. Please keep as much of the tree cover as possible, especially the trees that are along 101. With the plan the church laid out, it doesn't seem like those trees will need to be cut down to build the church. It would be wonderful if we could keep some of the greenery around the area and this seems like an easy way to help with that. I hope you are able to do that! Thank you for your consideration! Brent Nelson 612-281-0166 From:Jodi Prock To:general; Brad Martens Subject:Eagle Brook Proposed Development Date:Friday, June 26, 2020 4:39:36 PM Hello- I received a letter in the mail pertaining to the proposed development for Eagle Brook church. Unfortunately, we will not be able to make that date to hear the specific plan. Our house/backyard is right along 101 and Hackamore. We have lived in our house for over 8 years and love the surrounding area. This proposed development is a great place of natural beauty. I hope the church and the city will try hard to keep it in a natural environment. This includes the numerous beautiful trees! Please consider saving as many trees as possible. As I sit and look out our living room , I would be so sad to see all of nature cut down. And it seems that for the past several years the surrounding areas have been developed and all the natural beauty has been removed. Thank you for hearing my viewpoint. I hope this will be addressed during the public hearing. Sincerely, Jodi & John Prock 6239 Alvarado Lane N Maple Grove From:Helen Duncan To:Brad Martens Cc:general Subject:Eagle Brook Church Development Feedback for July 2 mtg Date:Saturday, June 27, 2020 7:28:22 PM Hi there! My house backs up to 101/Brockton in the Bonaire neighborhood in Maple Grove and we look at a beautiful row of Mature Trees that border 101/Brockton on the West side. After reviewing the Eagle Brook Church plans AND after speaking with Steph from the church development, there does not appear to be ANY reason to cut down most of those trees. Really, the only reason would be to “advertise” the Church via the parking lot to people driving by on 101 who might wonder what is located there. My PLEA, along with several neighbors, is that as many of the Mature trees that border 101/Brockton be left as possible, especially those to the North and South of the current James Property driveway entrance. Thank you! Helen Troy-Duncan and Warren Duncan From:Becky Grabski To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Proposed Megachurch Date:Saturday, June 27, 2020 9:52:25 AM Corcoran City Officials; Our residence is on the southwest corner of Hackamore and 101. Our back yard butts up to Hackamore. Should construction of the Eagle Brook Campus be approved, 850 cars will be exiting the parking lot directly behind our house at the conclusion of every service or special event! I'm having a hard time finding the works to describe what a negative impact this will have on our lives - loss of privacy, noise levels, increased traffic - not only behind our house, but also in front when motorists use our neighborhood as a cut through to avoid the lights on Hackamore/101. We moved to this area four years ago because we loved the serene setting. This would be so greatly altered, ultimately destroyed if the proposed plan was approved. Please consider the impact this will have on every community surrounding the Hackamore/101 intersection. Not only will your Corcoran residents adjacent to the proposed campus be adversely affected by increased traffic and noise levels, it will be devastating for the Medina, Plymouth and Maple Grove communities in this area as well. The proposed building is not a good fit for a low-density residential zone. Rebecca Grabski 190 Bergamot Drive, Medina 763-442-0929 From:KATHY Hempe To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Eagle Brook Church Development Date:Monday, June 29, 2020 1:57:33 PM Hi, I am writing to you as a concerned Corcoran resident whose property backs up to the proposed Eagle Brook Church development. I have concerns with such a large church being developed in the midst of existing homes. When I chose to build in Corcoran, it was a quiet area and that was what I wanted. My primary concerns: 1) Size of Church: The size of the church is reported to be 2x the size of Lord of Life (my church) and that is a very large church. The parking lot is expected to be bigger than the Medina Target. This is too large for existing neighborhoods. 2) Impact on Traffic: Has the city / county conducted any traffic impact studies? It can be difficult to make a left turn on 101 depending on the time of day. Hackamore is also only a 2-lane road. There are more & more homes coming into the area and something needs to be done to keep people safe. 3) Impact on Property Values: I believe this development would have a negative impact on the value of my home - which is only 4 years old. 4) Increased Neighborhood Traffic - Resident Safety: Based on the proposal that I have seen, the church parking lots would be accessible to the Ravinia neighborhood streets. There are many children in this neighborhood and we need to keep all residents safe. IF this proposal goes forward, I would like to propose the following: A) Reduce the size of the church building / parking lots B) Communication from the cities (Maple Grove, Medina, Plymouth and Corcoran) & county on how they plan to improve the flow of traffic on the impacted roads. C) Build large berms along the back edges of the proposed development to shield existing homes from car lights & noise. In addition, a heavy tree line should be added. D) Keep ALL the existing trees on the property, especially those on the outer edge. E) Do not allow access to the church parking lots from the Ravinia neighborhood. F) Find a way to have the church building fit into the architectural feel of the surrounding neighborhoods. Respectfully, Kathy Howlett-Hempe 19247 Bridle Path Corcoran From:Susan Pihl-Niederman To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Mega-Church Date:Monday, June 29, 2020 4:56:03 PM Good afternoon, My husband wrote the following, please consider the questions he raises below. We feel that with all of the land open in Corcoran it does not need to be squeezed into that high traffic area of Cty Rd 101N. Thanks, Susan Niederman Wild Meadows North Why is a mega-church needed in the heart of an already congested area? In addition to the regular Wednesday, Saturday, and Sunday services, there is the potential for more activities that can occur any time of the week such as weddings, funerals, schools, etc. We in Wild Meadows North also worry about auto traffic cutting through our neighborhood by using Bergamot Drive as a shortcut to avoid Hackamore and Hwy 101 congestion. This could put at risk the residents and (especially) children who walk and bicycle in our quiet neighborhood. Will Corcoran and Medina hire police to manage traffic resulting from large events? How many cars and people are predicted during the busiest times? What about noise management and possible light pollution? What about home values for those us very close by? We are AGAINST the church being in this location! From:SarahJane Nichols To:Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens; Ron Thomas Subject:Concerns regarding proposed Eagle Brook Mega Church site Date:Monday, June 29, 2020 7:56:27 PM Dear Planning Commission and City Councilors, My name is SarahJane Nichols and I live at 6334 Steeple Chase Lane. My property adjoins the proposed Eagle Brook Megachurch location. I would like to show you, with the photos within this email, the concerns I have about privacy, noise, and traffic due to this proposed structure and large parking lots. These photos are also attached to the email for reference. 1. Per the plan, the church plans to put a large parking lot on the edge of their proposed parcel, about 100 feet adjacent and diagonal to my property line. When a section of the trees I currently back into are removed to extend Lupine, this will create a direct sight line for my family to be looking into a large parking lot (vs. trees as we do now) as well as gives the people using the parking lot a direct view into my home, my children's bedroom windows, and my yard. Please note that I have two small children who enjoy playing in their backyard without being concerned about being watched by strangers. For the safety and security of my family, there should be no parking lot in this location. Please request that Eagle Brook Church move all proposed parking lots away from residential homes in order for me and my neighbors to continue to have the same level of privacy, security, and quiet as we do right now. The overall parcel is large and the proposed megachurch and its parking lots are set very far back, close to established residential homes. We all expected to have single family homes built in this location someday, not to have large parking lots and an enormous building structure adjoining our properties. 2. Below is a picture of the proposed Eagle Brook megachurch building and parking lots. The areas circled in red are the portion of the parking lot that are extremely close to residential homes as well as the garbage area. The area in green circled is where Snow Storage will be. Please request that Eagle Brook Church relocate or remove AT LEAST the northwestern corner of their parking lot to respect the privacy and noise concerns of adjacent homes. Additionally, ask them to relocate the garbage area of the church to the east side of the building, away from homes. The Snow Storage area is on the east side of the building and could be relocated to the northwest parking lot or garbage area of the building as that will not be as impactful to the noise and privacy concerns of nearby homes. 3. The city has requested that Eagle Brook Church extend Lupine Lane to meet with Larkspur Lane as part of this project. This is not something that Eagle Brook has asked to do, and this action is from a ghost plat that had been in place when this area was expected to be more low density, residential homes. Please ask the City of Corcoran to not extend Lupine Lane into Larkspur Lane. This will help with the following issues: It will provide some additional screening and privacy at no cost to anyone. It will help with noise concerns that will come from the proposed megachurch structure and parking lots that are placed very close to existing homeowners. It will eliminate the possibility that the church will utilize a connection from their parking lot onto Lupine Lane through the Ravinia neighborhood for church traffic now or in the future. It will make it impossible for demolition and construction equipment to be carried into this proposed megachurch site through a residential neighborhood. This is a huge safety, privacy, and noise concern that the Ravinia neighborhood has. We already will be subject to construction noise and would appreciate not having to also deal with large vehicles putting wear and tear on our residential streets and being in such close proximity to our backyards. The conditional use permit states that "the establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort." Additionally it states "The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair the property values within the neighborhood." With the current proposal, my home that currently backs into a residential zone, will have a 70,000 square foot building within 300 feet of my property line with a large parking lot within 100 feet from my property line. While this is a church building that has exceptions within residential zoning, it is the size of a commercial building. The parking lot of the church will be noisy, cause a huge decrease in privacy, and most certainly will be detrimental to the enjoyment of my property. I ask the City Council to require Eagle Brook make adjustments to this plan in order to promote and enhance the public welfare of the many neighbors surrounding this property. Thanks for your time and consideration, SarahJane Nichols 612-418-6803 From:Manoj Thomas To:Brad Martens; Ron Thomas; Jonathan Bottema; Alan Schultz; Tom Anderson Subject:Resident petition on EBC Date:Monday, June 29, 2020 11:17:57 PM Hi All, Find attached a petition co-signed by 500+ residents on the proposed church. There are 510 signatures as of 11 PM today on 6/29 and this petition was started today 6/29 AM. To reiterate, the ask by the residents is NOT, if the council/Planning Commission can stop a church but more about 1. Reducing parking spots and remove parking spots next to single family homes ( east side of proposed development) 2. Berms and landscape improvements for privacy 3. Ensure traffic from church does not overflow into the neighborhoods with permanent solutions like reversing the approval for the ghost plat and planned connections between lupine/larkspur. Temporary traffic control to ensure hackamore congestion does not flow into ravinia during peak traffic hours etc. 4. Comprehensive plans around Hwy 101 and 116 upgrades collaborating with the county. 5. Understand surrounding zoning and deliberate on the size of the church. What would the council do if the request was to build a 10 story high rise church. how would you handle that? Can guidelines on sizes be applied to churches like any other building. I have talked to Stephanie from EBC on points 1 through 3 and the major stumbling block for the church is cost. Prioritizing the residents quality of life by the council would give the church motivation to make these changes to help the project move forward. Brad - Pls forward this to the planning commission. https://www.change.org/p/city-council-and-planning-commission-for-corcoran-minnesota-ask-the-city-of-corcoran-to-keep-its-residents-and- neighbors-safe?utm_content=cl_sharecopy_23154447_en-US%3A0&recruiter=1052298375&recruited_by_id=faabbc70-678d-11ea-8e89- 970f2e041dd9&utm_source=share_petition&utm_medium=copylink&utm_campaign=psf_combo_share_abi&utm_term=psf_combo_share_abi Regards. Manoj Thomas From:Jonathan Coots To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Concerns regarding proposed Eagle Brook Church Conditional Use Permit and Preliminary Plat (city file no. 20- 023). Date:Tuesday, June 30, 2020 8:41:53 AM Dear Mayor and Councilors, Please include this letter in the packet for Thursday (July 2nd, 2020) Corcoran Planning Commission meeting. I am writing this letter to highlight concerns I have regarding the Site Plan, Conditional Use Permit and Preliminary Plat for Eagle Brook Church on property located at the northwest corner of Hackamore Road and CR 101 (city file no. 20-023). I apologize for the late notice of my letter as I was not aware of the proposed land use until Sunday evening. As a good neighbor I jumped online to review the Corcoran Planning Commission Agenda so that I could be a more informed member of the Corcoran community that my family has called home for over a year now. In reviewing the documentation provided I was struck by some irregularities that I would like to bring to the attention of the Corcoran Planning Commission in the hopes that as a community these concerns may be reviewed, addressed, and supported from each concerned member of our small community and up to Mayor Rob Thomas and the City Council Members: Tom Anderson, Jonathan Bottema, Brian Dejewski, Alan Schultz, and Brad Martens. Lastly, I would like to welcome Eagle Brook Church to our community, and I know they will love building their fellowship here. Like them, the Planning Commission members, and City Council members, I too want to serve our community. I am only asking that the Eagle Brook Church partner with myself and the Ravinia community, their closest neighbor, to ensure we are serving the community together. By addressing the very real concerns laid out here (and by others), and partnering together to resolve them with integrity and faith, we know they’ll be a welcomed addition to our growing community. Zoning and Land Use (Section 2. Context, Page 40) · Planning Commission Agenda Packet Text: The site is guided Low Density Residential in the Comprehensive Plan and is zoned RSF-2 (Single Family Residential 2). Places of Worship/Assembly (such as churches) are a conditional use in residential districts. · Conditional use for Places of Worship/Assembly is left to interpretation by the specific body providing overview, in this case the Corcoran Planning Commission. · An overview of how church sizes are grouped has been provided by Hartford Institute for Religion Research: “Approximate Distribution of U.S. Protestant and Other Christian Churches by size *based on NCS study (excluding Catholic/Orthodox).” ATTENDANCE # OF CHURCHES WEEKLY WORSHIPERS PERCENT 1-99 177,000 9 million 59% 100-499 105,000 25 million 35% 500-999 12,000 9 million 4% 1,000-1,999 6,000 8 million 2% 2,000-9,999 1,170 4 million .4% 10,000-plus 40 .7 million .01% TOTALS approx. 300,000 approx. 56 million 100% http://hirr.hartsem.edu/research/fastfacts/fast_facts.html#sizecong · I believe that the intent of exception language allowing conditional use for places of worship must be based upon the most reasonable definition of such, per the statistical table cited above, 94% of churches in the United States support an attendee level of 500 or less. It is this definition that I believe the conditional usage clause is intended to support and presumably the level of reasonableness that has been utilized in the past by Corcoran and other surrounding cities. It is with this guidance that approval or rejection of the land use should be evaluated against. Using this constraint, the Eagle Brook Church design should be redeveloped to support this criterion. If the size of the church is not something that can be corrected, then proposing use of the many other large land plots within Corcoran should be pursued and supported by this Commission. Site Plan/Parking (Section 3. Analysis, Page 41-43) · Planning Commission Agenda Packet Text: Eagle Brook holds four services each weekend (4:00 pm and 6:00 pm on Saturday and 9:00 am and 11:00 am on Sunday); however, additional services may be added. · Planning Commission Agenda Packet Text: The plan shows 848 parking stalls for this 1,500 seat facility. The code requires one space for every 4 seats, based on the design capacity of the facility. The code would require 375 parking stalls for a facility of this size. The church indicates that the 848 stalls proposed (2.26 times the minimum standard) are required based on data from other facilities. The applicant indicates that they have studied parking at their other facilities and find an average of 1.5 people per car. · Based on the number of weekly services and proposed parking stalls this will account for 3,392 additional vehicles driving through primarily residential streets with the only main thoroughfare being Hwy 101. This equates to an additional 176,384 vehicles driving on city streets per year and does not account for any additional activity that will take place at the facility on either a regularly scheduled event or a one-off event. · Based on studies conducted, and data provided by Eagle Brook Church of their other facilities, they indicate that an average of 1.5 people per car is an accurate representation of parking stall needs. For a 1500 seat facility that would equate to 1000 parking stalls, which implies the proposed parking solution does not support data that the church themselves have provided to this Planning Commission. If the missing stalls are included in the above annual traffic assumptions, another 31,616 vehicles will use the nearby residential streets to navigate to and from the facility, bringing the grand total minimum traffic increase of 208,000 per annum. Additionally, with no solution for these vehicles the expected result is overflow parking on adjacent streets creating a very real adverse impact that the Corcoran community will have to experience every single week. · Please note the above analysis does NOT match the proposed traffic volume in the Eagle Brook Church Draft Infrastructure Feasibility Study (Page 77) which indicates a per annuum 158,947 volume of vehicles. This information does NOT account for full capacity modeling of the facility or additional events beyond normal planned services. · In speaking with individuals that live near Eagle Brook Church facilities they have all provided the same feedback regarding traffic in their neighborhood: The sheer number of vehicles make it impossible for them to leave or return to their home during the time prior to, during, after service times. Effectively, residents are blockaded in or out of their homes during a rather large portion of every weekend which fundamentally alters the way with which they enjoy their property. This feedback was provided by an attendee of Eagle brook Church that lives near one of their facilities, so I consider it the least biased opinion of the many people that provided their personal experiences yet was identical to other feedback that was provided. Also, while not immediately relevant in the current COVID-19 climate, it has also been noted that spill over parking form the church prevents nearby residents from hosting larger gatherings/events in their homes during these same times because their guest are unable to find parking spots that are in any way within reasonable walking distance to their home. One of the great joys in owning a home is being able to entertain family and friends, something that would be highly limited or not even possible for some in our community. Lot Standards (Section 3. Analysis, Page 42) · Planning Commission Agenda Packet Text: The 70,000 sq. ft. building is similar to other Eagle Brook Church facilities in other communities. · For a comparison purposes, this list contains the average size of other common facilities: o Cub Foods: 60,000-70,000 square feet o Walmart: 105,000 square feet o Football Field: 57,600 square feet o Best Buy Store: 40,000 square feet · Planning Commission Agenda Packet Text: As a comparison, some data for other campuses is provided below: Location Building Sq. Ft.Seats Lino Lakes Campus 85,000 (two stories) 2,100 Woodbury Campus 75,000 (two stories) 1,500 Blaine Campus 61,500 1,500 Anoka Campus 59,000 1,000 Facilities NOT included in comparison table submission to the Planning Commision Lakeville Rochester Spring Lake Park Wayzata White Bear Lake Online N/A N/A · Wayzata attendance (per Annual Report) is 1,084 o This is the specific population of attendees that the proposed facility will support o Creates a very narrow growth capacity model for the proposed church site that is landlocked on all 4 sides (neighborhoods West/North, and streets East/South). o As attendance increases the church will outgrow the facility which would presumably lead to expansions out or up (two stories, similar to Lino lakes and Woodbury facilities). This specifically counters the statements made about Outlot A not being planned for development at this time. · Online attendance (per Annual Report) is 13,331: up 18% o With an obvious committed online presence and technology roadmap it would be reasonable to think that a smaller building on the site would easily provide the same level of reach as the proposed larger facility. This holds especially true as all communities have come together to navigate through the current COVID-19 crisis and we simply don’t know what the future will bring in regards to social norms in the coming years. Transportation/Access (Section 3. Analysis, Page 44) · Planning Commission Agenda Packet Text: The public street connecting Lupine and Larkspur must be dedicated as a public right-of-way with this plat. After review, public safety finds that the emergency vehicle access is not required. No access to the church is planned from this future street, but the street will be constructed when Outlot A is developed. Utilities will be constructed in this right-of-way as part of the church project. · The language used in this section only points to the fact that there are no current and known plans to access the facility from this future street. However, they have reserved a small segment of the property for future advancement and in those proposed plans the facility may deem access to this new street as a requirement. This would create a pipeline of potential vehicle traffic within the Ravinia community that would outnumber the number of vehicles that belong to residents. I am concerned that this language creates an escape hatch for the facility to bypass norms and functionally turn the Ravinia community into a proverbial highway in and out of the facility. A primary reason that so many people have flocked to this community is that it is kid and family friendly with safety being a defining characteristic. · Planning Commission Agenda Packet Text: The applicant is proposing two accesses onto Hackamore Road (one entrance/one exit) and one new access onto CR 101. The Hackamore Road street improvements are currently being designed in partnership with the City of Medina. The developer is responsible for a portion of the improvements as outlined in the engineer’s memo. Additionally, a new right-in/right-out access is proposed on County Road 101. Hennepin County has reviewed the requested access and supports this access with improvements required on CR 101 as Eagle Brook Church (city file 20-023) 6 July 2, 2020 noted in their memo, which is attached as an appendix to the City Engineer’s memo. Additionally, the City Engineer is requesting that the applicant work with Lennar and the City to Consider internal street access/temp turnarounds on Goldenrod Trail and 63rd Avenue (Amethyst Lane). · The language used in this section seems to imply that the residents of Corcoran will have to pay a substantial cost to widen Hackamore Road for use by and for a specific group. Additionally, the City Engineer is requesting that internal street access on Goldenrod Trail and 63rd Avenue are pursued. I am greatly concerned that Eagle Brook Church has not offered to carry the financial burden of the cost to expand hackamore which has reportedly been the case for many of their other locations throughout the Twin Cities. Additionally, the recommendation by the City Engineer provides a directive that utilizing the Ravinia neighborhood to support traffic flows is not only a consideration but effectively a planned/recommended activity. Conditional Use Permit Section C (Page 46) · Planning Commission Agenda Packet Text: The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. · I believe this statement could possibly hold true for the section of the Ravinia community that resides further west however those homes that are immediately west and/or north will be subject to substantially increased noise and traffic. These are two key indicators that impact home valuations, and both have not been present in the Ravinia neighborhood and the known corresponding impact is a decline on home values where the disruption is the greatest. Preliminary Plat (Page 47) · Planning Commission Agenda Packet Text: The preliminary plat application complies with ordinance standards and would create one 27.05-acre lot for the church and one 4.38-acre outlot for future development from the five existing parcels. The two parcels would be separated by an easement for a future street that would be constructed when Outlot A is planned for development. The plat includes dedication of additional right-of-way for Hackamore Road and County Road 101. The church’s narrative indicates that they do not have plans to develop the outlot, but it would be available for development in the future. The church has provided a concept plan that shows how the property could be developed with residential lots. Any plat for future subdivision would require a public hearing · Based on previously provided documentation from Eagle Brook Church the planned parking stalls will not adequately support the facility and by default Outlot A would almost certainly have to be developed which is counter to the details that have been provided. This would appear to be an oversite in their submission and should be fully verified. Traffic Forecasts (Section 2.5 Eagle Brook Church Draft Infrastructure Feasibility Study, Page 77) · Please note the analysis provided in this section does NOT appear to capture actual trip data but projected data based off of data that does not incorporate projected home growth in the 4 surrounding cities (Plymouth, Medina, Maple grove, Corcoran). · Please note the analysis provided in this section does NOT appear to capture the maximum total impact based on facility size and assumed people per car analysis that was provided. Utilizing the schedule in this section the actual vehicle traffic can be articulated by the table below: Service Attendee (estimate) Expected Traffic Volume Attendee (Capacity) Potential Traffic Volume Wednesday Evening 385 257 385 257 Saturday 4:00pm 840 560 1500 1,000 Saturday 6:00pm 750 500 1500 1,000 Sunday 9:00am 1200 800 1500 1,000 Sunday 11:00am 1410 940 1500 1,000 People Per Car 1.5* Total weekly 4,585 3,057 6,385 4,257 Total Annually 238,420 158,964 332,020 221,364 *Based on details provided by Eagle Brook Church on traffic studies conducted at other facilities · Please note that the above data can be drawn out and an equivalent can be assumed: o Expected traffic volume is equal to 612 vehicles driving in and out of the neighborhood during a 5 day work week – An equivalent that would approximately match the number of people that live in Ravinia and drive to their place of work o Potential traffic volume is equal to 852 vehicles driving in and out of the neighborhood during a 5 day work week – this is equivalent to the traffic created by all the existing people in Ravinia that drive to work and then adding an additional 100+ homes worth of drivers. Cost Basis (Section 2.8 Eagle Brook Church Draft Infrastructure Feasibility Study, Page 82) · Planning Commission Agenda Packet Text: o Continuous three Lane: $1.2M o Signal: $250k o Right in / Right out: $225k o Trail Improvements: $150k · $1.7M worth of improvements that are to be paid for by Corcoran city residents (partially by Medina residents as well). Improvements have to be made when changes occur but an improvement of this cost that does not provide the greatest benefit to Corcoran residents seems to be something that is an outlier and not in keeping with previous Eagle brook Church facility builds. Conclusion and Concerns I apologize for the lengthy size of this letter and I know a lot of what I have written has surely been articulated by other residents. I would like to reiterate that I support the use of the land for a place of worship but the facility size should align to a level of reasonableness with which the exception was intended which is a facility that can support 500 or less attendees (accounting for 94% of all churches in the United states and arguably the criteria this exception was drafted to support). The concerns I have highlighted regarding parking and the associated residential traffic increase are not in keeping with a planned low-density community. The parking stall demand details provided by Eagle Brook Church imply that either the information they have provided to this Commission is not correct or in a more egregious act have been proffered in Bad Faith Negotiations to obscure immediate plans to grow the size of the facility (or develop Outlot A). I believe the former rather than the later explanation is the most probable explanation but this gap in data alignment does lead to a question about the validity of all provided data and as such a review is warranted to ensure data integrity/accuracy prior to any decisions in the matter. Also, the firsthand accounts from current residents that live near Eagle Brook Churches (who also attend services at their facility) show a very real impact on the quality of living in the immediate neighborhood surrounding their facilities which translates to long-term adverse impacts to property values; something that does not happen with houses of worship that support seating of 500 or less. It was also noted that City Councilor Brian Dejewski stated “the project is a nice entrance to the city. Neighbors might be happy that a bunch of homes would not be located there.” I appreciate the City Councilors view on the matter however everyone moving into the Ravinia community has done so with the clear expectation that housing would eventually occupy that area of land and was communicated to all of us when we were being walked through the community features by Lennar representatives. However, I would agree, that a church that aligns its physical structure to the low- density housing model that we have all embraced would be a welcome addition to the community. Additionally, the Ravinia community is an ethnically, religiously, culturally diverse group of homeowners that have all actively embraced the sense of community that exists in Corcoran and is a defining feature that many of us have highlighted in our decisions to make this a home for our families. We are a community that embraces everyone from every walk of life and to that end, I believe the collective community does stand behind and support the use of this land for residential or places of worship but have an expectation that any structures built keep within expected norms. Placing a house of worship that is larger than a football field, whose weekly physical attendees outnumber the Ravinia population at a rate of 2 (or 3) to 1 is not in keeping with the expectations we had when moving into this wonderful city. We would like to encourage Eagle Brook Church to build on the site but a facility that is in keeping with the feel and flow of the surrounding communities. We are simply asking that this Council help us to help Eagle Brook Church be a good neighbor. In this way everyone that is already in this community, Eagle Brook Church, and future members of our community will collectively benefit. Given all of these facts I believe the proposed land use should be rejected for the current planned facility size and a reduced facility size building be pursued. Barring this outcome, at a minimum, the decision for approval should be delayed so Eagle Brook Church can review the information provided by the community members and provide requisite feedback that can address these concerns before this Commission approves the conditional use of the land. Lastly, I would happily volunteer my expertise in Sourcing/contract work to both the City of Corcoran and to Eagle Brook Church to support any solutions that can benefit our community. I believe there is a space where all parties can agree to move forward while improving our community and keeping the public safety that drew so many of us to Corcoran to build our forever homes. Sincerely, Jonathan Coots Concerned Corcoran Resident 775-815-9609 From:Becky Grabski To:Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject:Re: Proposed Megachurch Date:Tuesday, June 30, 2020 12:14:41 PM Corcoran City Officials, Thank you John for reaching out to me by phone on Saturday. I understand that construction of the church is most likely imminent. Could I ask the council for your assistance in proposing that the parking lot traffic be routed onto 101? The neighborhood on 101 is already lined with a privacy fence. The way it sits now, all that traffic would be routed through one exit onto Hackamore, and all those headlights would be aimed directly at my house. In the winter, we have a clear visual of Hackamore and even with the blinds shut for privacy, the headlights would be shining through. Plus the noise levels would be immense. 101 is already a busy thoroughfare; could we propose that as an option? Could you send contact information for someone at the church that I could reach out to via email or by phone to present my concerns before the zoom meeting? Thank you, Rebecca Grabski On Sat, Jun 27, 2020 at 9:52 AM Becky Grabski <beckygrabski@gmail.com> wrote: Corcoran City Officials; Our residence is on the southwest corner of Hackamore and 101. Our back yard butts up to Hackamore. Should construction of the Eagle Brook Campus be approved, 850 cars will be exiting the parking lot directly behind our house at the conclusion of every service or special event! I'm having a hard time finding the works to describe what a negative impact this will have on our lives - loss of privacy, noise levels, increased traffic - not only behind our house, but also in front when motorists use our neighborhood as a cut through to avoid the lights on Hackamore/101. We moved to this area four years ago because we loved the serene setting. This would be so greatly altered, ultimately destroyed if the proposed plan was approved. Please consider the impact this will have on every community surrounding the Hackamore/101 intersection. Not only will your Corcoran residents adjacent to the proposed campus be adversely affected by increased traffic and noise levels, it will be devastating for the Medina, Plymouth and Maple Grove communities in this area as well. The proposed building is not a good fit for a low-density residential zone. Rebecca Grabski 190 Bergamot Drive, Medina 763-442-0929 From:Jeremy Nichols To:Brad Martens Subject:Photos for Planning Commission Meeting Date:Tuesday, June 30, 2020 9:48:53 AM Brad, Could you please make sure these photos are included in the planning commission packets for this Thursday evening? I will be referring to them in my comments when the public has a chance to speak. From:KIEFER, Timothy To:Brad Martens Subject:Opposition to Proposed Church at 101 and Hackamore Date:Tuesday, June 30, 2020 4:17:21 PM City Administrator Martens, Please oppose granting a conditional use permit to build the proposed commercial development at the intersection of 101 and Hackamore. As a resident of the Wild Meadows subdivision I believe a commercial development of this nature will compromise the safety and privacy of all area residents. Having two elementary schools within approximately 1/2 mile of the proposed commercial development underscore my traffic related safety concerns for area children. In addition, large new residential developments East on Hackamore and South on 101 amplify bike and pedestrian safety concerns if this project is allowed to go forward. Finally, a commercial development of this size and scope is not consistent with the surrounding low-density residential use. A project of this nature if allowed to progress will adversely impact the safety and quality of life for area residents. Tim Kiefer 4000 Wild Meadows Drive Medina, MN 55340 From:Jeremy Nichols To:Brad Martens Subject:City Attorney Input on the Decision Making Authority of the Council re: megachurch plan Date:Tuesday, June 30, 2020 9:25:35 AM Brad, I have corresponded with city attorney John Thames about what the council can and cannot do in response to the proposal for the megachurch project. Can you please put this into the packet for the planning commsion on Thursday and the City Council meeting on 7/26? I have bolded the text I felt was important for the commission and council to be aware of. No other changes have been made. Thanks very much, Jeremy Nichols Sent from my iPad Begin forwarded message: From: "Kendra Lindahl, AICP" <KLindahl@landform.net> Date: June 29, 2020 at 3:23:18 PM CDT To: Jeremy Nichols <Jeremy.H.Nichols@gmail.com> Cc: John Thames <john.thames@carsoncs.net> Subject: RE: New submission from Contact Yes, as noted in the staff report Section 1060.070 of the Zoning Ordinance lists the landscaping requirements. Kendra Lindahl, AICP LANDFORM, Principal Direct: 612-638-0225 From: Jeremy Nichols <jeremy.h.nichols@gmail.com> Sent: Monday, June 29, 2020 3:18 PM To: Kendra Lindahl, AICP <KLindahl@landform.net> Cc: John Thames <john.thames@carsoncs.net> Subject: Re: New submission from Contact Thanks very much, Kendra, your reply is much appreciated. I saw on the drawings that there are requirements for the number of trees and bushes based on the design also- is that part of an ordinance too? Sent from my iPad On Jun 29, 2020, at 1:27 PM, Kendra Lindahl, AICP <KLindahl@landform.net> wrote: Jeremy, City Attorney Thames asked me to respond to your questions. The short answer is that the a number of sections from the Subdivision Ordinance and the Zoning Ordinance apply to this project. In response to your specific questions: 1. The parking standards are found in Section 1060.060, Subd. 8 of the Zoning Ordinance provides the standards for the minimum number of parking spaces. 2. The screening standards for parking lots is in Section 1060.060, Subd. 12(G). The link to the City Code can be found here: https://corcoranmn.gov/UserFiles/Servers/Server_15543680/File/2019- 12-12%20Corcoran%20City%20Code%20(1).pdf Please let John or I know if you have any other questions. Kendra Lindahl, AICP LANDFORM, Principal Direct: 612-638-0225 From: Jeremy Nichols [mailto:jeremy.h.nichols@gmail.com] Sent: Monday, June 29, 2020 12:58 PM To: John Thames <john.thames@carsoncs.net> Subject: Re: New submission from Contact Thanks John, that’s very helpful, and I do appreciate you providing your insights so quickly. One additional question I have after reading the staff report on the planning commission’s packet is where some of the requirements are found in the ordinance. For example, I see that there is a requirement for at least 1.6 parking spaces per seat, but I didn’t find that in the Low Density Residential district requirements. Similarly, the requirement for at least 3’ of barrier between headlights and home windows doesn’t seem to be in the RSF-2 district section. The design plans for landscaping list required counts for trees and shrubs based on the building size, but again, I didn’t see that in the zoning for this area. Are there other zoning ordinances that also apply where these requirements come from? Or are they coming from some other code that is outside of the Corcoran requirements? Thanks again, Jeremy Sent from my iPad On Jun 29, 2020, at 11:55 AM, John Thames <john.thames@carsoncs.net> wrote: Jeremy, Whether personal liability attaches for councilmembers is a very factually dependent analysis. As a result, there really isn’t a simple “yes” or “no” answer, as it will greatly depend on the situation. However, the general rule is that councilmembers are indemnified by the City when acting in the course and scope of their duties, on behalf of the City. However, if councilmembers act in bad faith or outside the scope of their duties, personal liability can attach. As to your second question, when evaluating an application, the council performs a quasi-judicial function. That is, the council is mandated to apply the facts of an application to the standards applicable to a given application. You are correct that if a council can make reasonable and objective findings that an application does not meet the standards you listed, then the council has authority to deny. However, a decision can be determined to be arbitrary and liability can attach if the standards dictate approval and a denial is issued. In this way, the council is bound to objectively follow the standards you mentioned, regardless of who the applicant is or their personal feelings about the application. As such, this duty will at times cause a councilmember to be obligated to vote a certain way on an application against his/her personal feelings on it, because that is what the appropriate analysis dictates. The City will hear staff analysis and any input from citizens in July and their subsequent obligation is to apply the relevant facts to the standards and objectively determine whether the standards are met. That determination must be followed or problems can arise. I would encourage you to offer your perspective at the public hearing on Thursday so that it may be part of the council’s analysis. Thanks, John From: Jeremy Nichols [mailto:jeremy.h.nichols@gmail.com] Sent: Sunday, June 28, 2020 8:44 PM To: John Thames <john.thames@carsoncs.net> Subject: Re: New submission from Contact Thanks John, it was good to hear back from you. I have had a couple of conversations with different city officials and wanted to check in with you to confirm a few facts. 1.) Councilman Bottema told a group of residents that if the city attorney tells him he “must” vote yes on a issue, and he votes no, he would be personally, legally liable for the issue at question. Is that actually true? 2.) In a circumstance like this one, if the city were to determine that the development violated code requirements or did not fit with the comprehensive plan of the city, or the criteria of the conditional use permit process are not satisfied, would the councilors be free to vote no without personal liability? What about the planning commission members? Thanks very much, Jeremy Sent from my iPad On Jun 17, 2020, at 4:43 PM, John Thames <john.thames@carsoncs.net> wrote: Jeremy, Thanks for reaching out. I am familiar with the proposal you are referencing. The City maintains the same level of discretion in evaluating the church’s application as any other similarly situated applicant. The City’s obligation is to evaluate the application against the code standards, not the applicant. RLUIPA prohibits cities from imposing land use restrictions which place a substantial burden on religious institutions’ exercise of their purpose unless that regulation drives a compelling governmental interest in a way that is the least restrictive means of furthering that governmental interest. The law does not require that a church be treated differently, quite the opposite. It mandates that the church receive the same land use review as a non-religious entity. To that end, you and others are free to voice your opinion on the matter the same way as in other similar applications. There is a public hearing set before the Planning Commission on July 2 and the matter is scheduled for review by the City Council on July 23. I would encourage you to provide what input and/or concerns you have to the City for consideration before or at the July 2 public hearing. I hope this helps. Thanks, John From: postmaster@carsoncs.com [mailto:postmaster@carsoncs.com] Sent: Wednesday, June 17, 2020 8:49 AM To: john.thames@carsoncs.net Subject: New submission from Contact John Thames Jeremy Nichols Phone Number (612) 501-3684 Email Jeremy.h.nichols@gmail.com Message John, I understand you are the city attorney for Corcoran, where I live. I have learned that the city is being asked to consider a conditional use permit for a large church building and multi acre parking lot at 101 and Hackamore. I live adjacent to the proposed site and have concerns about it. I have been told that the city seems to feel they have limited ability to refuse or significantly press for plan changes due to something called the RLUIPA. Are you aware of this development? How much latitude does the city have to protect the interests and property values of neighbors to this proposed development? Many people I have spoken with are very concerned with the traffic impact, and I am concerned about my property values and privacy and would like to know how much input the city can have in a case like this. Thanks very much, Jeremy Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast Ltd, an innovator in Software as a Service (SaaS) for business. Providing a safer and more useful place for your human generated data. Specializing in; Security, archiving and compliance. To find out more Click Here. From:Rebecca Gunderson To:Ron Thomas; Tom Anderson; Jonathan Bottema; Alan Schultz; Brad Martens; blother@ci.corcoran.mn.us Subject:Eagle Brook Church Date:Sunday, July 12, 2020 12:56:56 PM Mayor Thomas, Councilor Anderson, Councilor Bottema, Councilor Lother, Councilor Schultz, and City Administrator Martens, I am not just a resident of Corcoran, This is my home. My kids have all been raised here and now our home is called Hooma and Grandpa Grumpy’s house. This is where we have planted our roots and this is where we intend on staying forever. I also attend Eagle Brook Church. I am not just an “attender” I am also a member. Eagle brook Church is also where I have planted my roots; It is the church I will attend forever. My journey to find my* forevers* wasn’t easy. I started out in St Paul; I live on Stanford Ave. I attended a private Catholic school that was ½ mile up the street, Nativity of our Lord, which is also where I went to church. My parents were ‘holiday attenders’ but back in those days kids had free range of the neighborhood and I would go by myself. During sophomore and Junior years of High school, I chose a different Church. I was living in a foster home and attended Highland Park Sr High. My foster family didn’t attend church but it was something I valued, so most Sundays I would go to Holy Spirit for both Church and youth group. The summer before my senior year I was 16 AND married. The system felt the families should be reunited and I needed a way to get out. Marriage seemed like a better solution than running away and living on the streets. It was then that I stopped attending church completely. I was an emancipated adult, still attending high school, determined to graduate and working two full time jobs. The marriage was doomed from the beginning. By the age of 21, I was remarried, had given birth to my first daughter, bought my first home and had found my way back to church. My husband didn’t attend with me but I took my daughter and went anyway. We attended Presentation of the Blessed Virgin Mary. Over the next 7 years I had another daughter and a set of twins. I was still taking all4 kids to church by myself, teaching Catholic Catechism classes on Wednesday nights and my girls were attending school there too. Around the time the twins were entering Kindergarten. Our family had been invited to a nearby Evangelical Free Church. I wasn’t completely on board but if it meant going as a family I was willing to give it a try. For the next 6 years this was my church. It was different then what I was used to, I liked it, but it still didn’t feel right. But then again, I liked my others churches but they didn’t feel completely right either. Beyond that I had given birth to my 5th child, my family was falling apart and my 18 year marriage was coming to an end. During the last few years of my marriage, the kids had talked about trying a different church. I wasn’t allowed any say in the decision and the answer was No. While in process of finalizing the court papers an old family friend had brought up the possibility of trying Eagle Brook Church. My kids were thrilled!!Eagle Brook was the same church they had been asking about before. I was hesitant because it was 25 minutes away but everything seemed to be pushing us in that direction for years… it was time to say yes. Our lives haven’t been the same since. That was 12 years ago. Since then I have remarried, gained 2 sons, moved to Corcoran and my husband has adopted my children. We are now a family of 9! 3 of our 7 kids are married and we have 5 grandkids with #6 due in January. At first moving to Corcoran was a struggle and I kept my house in St. Paul. I was a city girl and didn’t think I would ever be okay with living in the “country”. Back then Corcoran was still a little town surrounded by farms. I had to take dirt roads just to drive my kids to their friends’ houses!!!… Corcoran wasn’t for me. We tried local churches and nothing felt right, I was struggling, the kids were struggling, it wasn’t working. I needed to go back to Eagle Brook, My kids needed to go back to Eagle Brook. That is when we started attending the Woodbury campus. On Sunday mornings, as a family and my husband drove our teenagers on Wednesdays, for youth group. We spent A LOT of time in the car and prayed for years that Eagle Brook would open a campus by our home. It took time, but Corcoran had finally become my home! I can’t explain the joy we felt walking into Wayzata HS on March 4, 2018, the official opening date of our Eagle Brook Campus! Since that date we have rarely missed a Sunday. We volunteer during the first service and attend the second. When the youth group started we began volunteering for that in addition to our other volunteer positions. Last year, I went with other Wayzata attenders to a Haiti and if it was for Covid-19, I would have returned to Haiti again, this time 2 of our daughters were going with. Within a month of Eagle Brook opening here in Wayzata, I reached out and asked about becoming an official member. When the question was posed as to why I wanted to be a member and what membership meant to me, my answer came easy. For my whole life I have been trying to find my place, the place I could call my home. A place where I didn’t have to worry about keeping the walls white because it’s “better for the resale value if the walls are neutral” I wanted to paint my walls!!!! Our family home has walls painted orange, green, chocolate brown, yellow, red and country blue. We have decorated our home in ways that most would dare not do, because they aren’t really home yet. I am! Corcoran is my home and it would make me so incredibly proud to have my church also located in Corcoran. Having an Eagle Brook campus in Corcoran would not only be a blessing to us, it will be a blessing on our neighborhoods and the families that live here. Eagle Brook will make our community and the communities around us better. I know that there are people in Corcoran that are opposed to multiple things in regards to Eagle Brook. I pray that you, our city leaders, can see through all the opinions, assumptions, and fears, that you can see the value of this church and vote yes. Our rural little town has changed so much, especially in the past 5 years. We are growing and moving forward. Stopping a church from being built in our community will not stop the growth from happening or the traffic on our roads. Eagle Brook campuses are beautiful, they support families, they have AMAZING kid programs and are a safe and healthy place for our teens to learn about God. They will bring us together and have a positive impact on our community. Just like houses we need a variety, not every house meets the needs of every family, and the same goes for churches. As more land turns into more houses, we need more places to worship. Please vote yes to the conditional permit and allow Eagle brook to build in our city. Please reach out to me if you have any questions, 651-472-1407 or I am available for questions during the meeting on July 23. Thank you for all that you do for the residents of Corcoran, Rebecca Gunderson, permanent resident in the Corcoran community and member of Eagle Brook Church. From:Lindsey Gunderson To:Brad Martens Subject:Eagle Brook Church Date:Monday, July 13, 2020 3:42:15 PM I’m 16. I am a part of the next generation. The generation who is stuck on their phones, rebellious, and always wants more. When I first moved to Corcoran I was mad. I wanted to be in the cities again. My mom knew my anger because I never failed to let her know that I missed my school, but more specifically I missed my church. I tried my hardest to find somewhere that was like Eagle Brook. I went to two different churches for wednesday night youth services, but with both places I felt like I was on the outside. I didn’t know everyone by name, I didn’t know every single bible verse, and I didn’t think I was cut out for it. This made me start to lose my love for the church that I once had, and in return I became the harsh label for Gen Z. As I started shutting myself off is when my parents realized what was happening. They started driving me to Eagle Brook (Woodbury) every Sunday and Wednesday. With traffic that became an hour drive just to get there. I wasn’t able to join any extracurriculars because straight from school I left to make sure I was there on time. This is when I found myself again. I had an amazing leader, Karen, who saw all of the potential in me. She drove the hour drive to see my band concerts, helped me lead my small group, and gave me opportunities I wouldn’t have if it wasn’t for her. When I found out that Eagle Brook was going to have a campus in Wayzata High School I was upset. I had to go through the process of meeting people all over again. My mom started taking me to their meetings so I could volunteer, and I never thought I would want to do that. On the first day walking into my new campus I knew it was for me. I volunteer in kids services, everyone knows me by name, I’ve gone on multiple mission trips, and I met my new youth pastor who made me realize that I have a love/talent for being a youth pastor when I am older. With this campus opening up it also gave me the opportunity to do activities. I am a cheerleader, member of DECA, in theater, Participating in community activities, and a volunteer. Eagle Brook showed me how to love where I was. I am now proud to say that I am in Gen Z. I am not a typical kid. I have been a member of this church for years. It has made a difference in mine and my friends lives, and I know having a campus in Corcoran will lead others to have the same journey that I did. In a world of hate and negative stigma Corcoran and Eagle Brook can be a light for many. Lindsey Gunderson, Residence of Corcoran, Member of Eagle Brook, & Next generation From:Kara Bullis To:Michael Pritchard; Brad Martens; Jessica Beise Subject:Eagle Brook Church Date:Monday, July 27, 2020 8:37:34 AM Hello, I live in the Ravinia neighborhood and I am in favor of the Eagle Brook campus in Corcoran. I think the church will be an excellent addition to the area. My family and I have attended this church for a few years now and we are continually impressed with their devotion to their community. They do a wonderful job of directing traffic and it has never been an issue. In addition, the building will be absolutely gorgeous! Kara Bullis-Hynes Bullis Insurance Agency 1001 Twelve Oaks Center Drive #1003 Wayzata MN 55391 Office (952) 449-0089 Thank you for your business! We grow by satisfied customers like you. Confidentiality Notice: The information included in this e-mail including any attachments, is for the sole use of the intended recipient andmay contain confidential and privileged information. Any unauthorized review, use, disclosure, distribution, or similar action is prohibited. If you are not the intended recipient, please contact the sender and destroy or return all copies of the original message From:Mat U To:Mat U Subject:Support Eagle-brook Wayzata Campus Date:Tuesday, August 4, 2020 9:50:51 AM Hi City Council Members, We support Eagle brook's decision to open the church and preach God's Word. Thanks, Mat STAFF REPORT Agenda Item 9a. Counc il Meeting: August 27, 2020 Prepared By : Brad Martens Topic : Bond Refunding Series 2020B; Prepayment and Redemption of Bond Series 2014A Action Required: Approval Su mm ar y : At the August 13th meeting, staff was directed to proceed with the refunding of Bond Series 2012B and the call of Bond Series 2014A. Attached to this report are resolutions authorizing that action to take place. It is requested that the Council approve the resolutions as presented. Fi n anc i al/B udg et: The refunding of Bond Series 2012B is anticipated to save the City $391,278.90 over the term. Actual savings will depend on the interest rate received at the time of sale. Costs for the refunding action are included in those savings. Calling Bond Series 2014A will save the City $12,320.83 in interest. The cost to call the bonds is approximately $600. Op t i on s : 1.Approve Resolution 2020-65 and Resolution 2020-66 as presented. 2.Decline the bond refunding and bond call opportunities. Rec o mm endat i o n Approve Resolution 2020-65 and Resolution 2020-66 as presented. Co u n c i l A c t i o n : Consider a motion to approve Resolution 2020-65 and Resolution 2020-66 as presented. A t t ac h m en t s : 1.Resolution 2020-65 Providing for the Issuance and Sale of Approximately $3,455,000 General Obligation Capital Improvement Plan Refunding Bonds, Series 2020B 2.Resolution 2020-66 Providing for the Prepayment and Redemption of the City’s Outstanding General Obligation Equipment Certificates of Indebtedness, Series 2014A CR100-21-669086.v3 Extract of Minutes of Meeting of the City Council of the City of Corcoran, Hennepin County, Minnesota Pursuant to due call and notice thereof a regular meeting of the City Council of the City of Corcoran, Hennepin County, Minnesota, was duly held by telephone or other electronic means on Thursday, August 27, 2020, commencing at 7:00 P.M. The teleconference was held in accordance with Minnesota Statutes, Section 13D.021. The following members of the Council were present: and the following were absent: * * * * * * * * * The following resolution was presented by Councilmember ____________ who moved its adoption: RESOLUTION NO. 2020-65 RESOLUTION PROVIDING FOR THE ISSUANCE AND SALE OF APPROXIMATELY $3,455,000 GENERAL OBLIGATION CAPITAL IMPROVEMENT PLAN REFUNDING BONDS, SERIES 2020B BE IT RESOLVED By the City Council (the “City Council”) of the City of Corcoran, Hennepin County, Minnesota (the “City”) as follows: 1. Authorization. (a) The City previously issued its General Obligation Capital Improvement Plan Bonds, Series 2012B (the “Prior Bonds”), dated November 1, 2012, in the original aggregate principal amount of $4,000,000, pursuant to Minnesota Statutes, Chapter 475, as amended, including Minnesota Statutes, Section 475.521 (collectively, the “Act”). Proceeds of the Prior Bonds were used to finance the cost of the construction and equipping of a public works facility in the City. The Prior Bonds are currently outstanding in the principal amount of $3,520,000, of which $3,370,000 in principal amount is callable on or after February 1, 2021. CR100-21-669086.v3 2 (b) The City is authorized by Section 475.67, subdivision 3 of the Act to issue and sell its general obligation bonds to refund obligations and the interest thereon before the due date of the obligations, if consistent with covenants made with the holders thereof, when determined by the City Council to be necessary or desirable for the reduction of debt service costs to the City or for the extension or adjustment of maturities in relation to the resources available for their payment. (c) It is necessary and desirable for the reduction of debt service costs to the City to issue its General Obligation Capital Improvement Plan Refunding Bonds, Series 2020B (the “Bonds”), in the original aggregate principal amount of $3,455,000, pursuant to the Act, specifically Section 475.67, subdivision 3, to redeem and prepay the outstanding principal amount of the Prior Bonds on February 1, 2021. 2. Sale of Bonds. (a) The City Council finds it necessary and expedient to the sound financial management of the affairs of the City that the City issue the Bonds in the proposed aggregate principal amount of $3,455,000, pursuant to the Act, which amount is subject to adjustment in accordance with the official Notice of Sale attached hereto as EXHIBIT A (the “Notice of Sale”). The Bonds will be issued, sold, and delivered in accordance with the Notice of Sale. (b) The City is authorized by Section 475.60, subdivision 2(9) of the Act to negotiate the sale of the Bonds, it being determined that the City has retained an independent municipal advisor in connection with such sale. 3. Authority of Municipal Advisor. Northland Securities, Inc. is authorized and directed to negotiate the Bonds in accordance with the Notice of Sale. The City Council will meet at 7:00 P.M. on Thursday, October 8, 2020, to consider proposals on the Bonds and take any other appropriate action with respect to the Bonds. 4. Authority of Bond Counsel. The law firm of Kennedy & Graven, Chartered, as bond counsel for the City, is authorized to act as bond counsel and to assist in the preparation and review of necessary documents, certificates and instruments relating to the Bonds. The officers, employees and agents of the City are hereby authorized to assist Kennedy & Graven, Chartered in the preparation of such documents, certificates, and instruments. 5. Covenants. In the resolution awarding the sale of the Bonds the City Council will set forth the covenants and undertakings required by the Act. 6. Official Statement. In connection with the sale of the Bonds, the officers or employees of the City are authorized and directed to cooperate with Northland Securities, Inc. and participate in the preparation of an official statement for the Bonds and to execute and deliver it on behalf of the City upon its completion. The motion for the adoption of the foregoing resolution was duly seconded by Councilmember _____________, and upon vote being taken thereon the following members voted in favor of the motion: CR100-21-669086.v3 3 and the following voted against: whereupon the resolution was declared duly passed and adopted. CR100-21-669086.v3 STATE OF MINNESOTA ) ) COUNTY OF HENNEPIN ) ) CITY OF CORCORAN ) I, the undersigned, being the duly qualified and acting City Administrator of the City of Corcoran, Minnesota (the “City”), hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council of the City held on Thursday, August 27, 2020, with the original minutes on file in my office and the extract is a full, true and correct copy of the minutes, insofar as they relate to the issuance and sale of approximately $3,455,000 General Obligation Capital Improvement Plan Refunding Bonds, Series 2020B of the City. WITNESS My hand as City Administrator and the corporate seal of the City this ____ day of August, 2020. City Administrator City of Corcoran, Minnesota (SEAL) A-1 CR100-21-669086.v3 Exhibit A NOTICE OF SALE $3,455,000* GENERAL OBLIGATION CAPTIAL IMPROVEMENT PLAN REFUNDING BONDS, SERIES 2020B CITY OF CORCORAN, MINNESOTA (Book-Entry Only) NOTICE IS HEREBY GIVEN that these Bonds will be offered for sale according to the following terms: TIME AND PLACE: Proposals (also referred to herein as “bids”) will be opened by the City’s Administrator, or designee, on Thursday, October 8, 2020, at 10:00 A.M., CT, at the offices of Northland Securities, Inc. (the City’s “Municipal Advisor”), 150 South 5th Street, Suite 3300, Minneapolis, Minnesota 55402. Consideration of the Proposals for award of the sale will be by the City Council at its meeting at the City Of fices beginning Thursday, October 8, 2020 at 7:00 P.M., CT. SUBMISSION OF PROPOSALS Proposals may be: a)submitted to the office of Northland Securities, Inc., b)faxed to Northland Securities, Inc. at 612-851-5918, c)for proposals submitted prior to the sale, the final price and coupon rates may be submitted to Northland Securities, Inc. by telephone at 612-851-5900 or 612-851-4945, or d)submitted electronically. Notice is hereby given that electronic proposals will be received via PARITY™, or its successor, in the manner described below, until 10:00 A.M., CT, on Thursday, October 8, 2020. Proposals may be submitted electronically via PARITY™ or its successor, pursuant to this Notice until 10:00 A.M., CT, but no Proposal will be received after the time for receiving Proposals specified above. To the extent any instructions or directions set forth in PARITY™, or its successor, conflict with this Notice, the terms of this Notice shall control. For further information about PARITY™, or its successor, potential bidders may contact Northland Securities, Inc. or i-Deal at 1359 Broadway, 2nd floor, New York, NY 10018, telephone 212-849-5021. Neither the City nor Northland Securities, Inc. assumes any liability if there is a malfunction of PARITY™ or its successor. All bidders are advised that each Proposal shall be deemed to constitute a contract between the bidder and the City to purchase the Bonds regardless of the manner in which the Proposal is submitted. BOOK-ENTRY SYSTEM The Bonds will be issued by means of a book-entry system with no physical distribution of bond certificates made to the public. The Bonds will be issued in fully registered form and one bond certificate, representing the aggregate principal amount of the Bonds maturing in each year, will be registered in the name of Cede *The City reserves the right to increase or decrease the principal amount of the Bonds. Any such increase or decrease will be made in multiples of $5,000 and may be made in any maturity. If any maturity is adjusted, the purchase price will also be adjusted to maintain the same gross spread. A-2 CR100-21-669086.v3 & Co. as nominee of Depository Trust Company (“DTC”), New York, New York, which will act as securities depository of the Bonds. Individual purchases of the Bonds may be made in the principal amount of $5,000 or any multiple thereof of a single maturity through book entries made on the books and records of DTC and its participants. Principal and interest are payable by the City through Northland Trust Services, Inc. Minneapolis, Minnesota (the “Paying Agent/Registrar”), to DTC, or its nominee as registered owner of the Bonds. Transfer of principal and interest payments to participants of DTC will be the responsibility of D TC; transfer of principal and interest payments to beneficial owners by participants will be the responsibility of such participants and other nominees of beneficial owners. The successful bidder, as a condition of delivery of the Bonds, will be required to deposit the bond certificates with DTC. The City will pay reasonable and customary charges for the services of the Paying Agent/Registrar. DATE OF ORIGINAL ISSUE OF BONDS Date of Delivery (Estimated to be November 5, 2020) AUTHORITY/PURPOSE/SECURITY The Bonds are being issued pursuant to Minnesota Statutes, Chapter 475 and Section 475.521. Proceeds will be used to current refund the February 1, 2022 through February 1, 2038 maturities of the City’s General Obligation Capital Improvement Plan Bonds, Series 2012B on February 1, 2021 and to pay costs associated with the issuance of the Bonds. The Bonds are payable from ad valorem taxes on all taxable property within the City. The full faith and credit of the City is pledged to their payment and the City has validly obligated itself to levy ad valorem taxes in the event of any deficiency in the debt service account established for this issue. INTEREST PAYMENTS Interest is due semiannually on each February 1 and August 1, commencing August 1, 2021, to registered owners of the Bonds appearing of record in the Bond Register as of the close of business on the fifteenth day (whether or not a business day) of the calendar month preceding such interest payment date. MATURITIES Principal is due annually on February 1, inclusive, in each of the years and amounts as follows: Year Amount Year Amount Year Amount 2022 $170,000 2027 $190,000 2033 $215,000 2023 180,000 2028 190,000 2034 220,000 2024 180,000 2029 195,000 2035 220,000 2025 185,000 2030 200,000 2036 230,000 2026 185,000 2031 205,000 2037 235,000 2032 210,000 2038 245,000 Proposals for the Bonds may contain a maturity schedule providing for any combination of serial bonds and term bonds, subject to mandatory redemption, so long as the amount of principal maturing or subject to mandatory redemption in each year conforms to the maturity schedule set forth above. A-3 CR100-21-669086.v3 INTEREST RATES All rates must be in integral multiples of 1/20th or 1/8th of 1%. The rate for any maturity may not be more than 1.00% less than the rate for any preceding maturity. All Bonds of the same maturity must bear a single uniform rate from date of issue to maturity. ESTABLISHMENT OF ISSUE PRICE (HOLD-THE-OFFERING-PRICE RULE MAY APPLY – BIDS NOT CANCELLABLE) The winning bidder shall assist the City in establishing the issue price of the Bonds and shall execute and deliver to the City at closing an “issue price” or similar certificate setting forth the reasonably expected initial offering price to the public or the sales price or prices of the Bonds, together with the supporting pricing wires or equivalent communications, substantially in the form attached hereto as Exhibit A, with such modifications as may be appropriate or necessary, in the reasonable judgment of the winning bidder, the City and Bond Counsel. All actions to be taken by the City under this Notice of Sale to establish the issue price of the Bonds may be taken on behalf of the City by the City’s Municipal Advisor and any notice or report to be provided to the City may be provided to the City’s Municipal Advisor. The City intends that the provisions of Treasury Regulation Section 1.148-1(f)(3)(i) (defining “competitive sale” for purposes of establishing the issue price of the Bonds) will apply to the initial sale of the Bonds (the “competitive sale requirements”) because: (1) the City shall disseminate this Notice of Sale to potential underwriters in a manner that is reasonably designed to reach potential underwriters; (2) all bidders shall have an equal opportunity to bid; (3) the City may receive bids from at least three underwriters of municipal bonds who have established industry reputations for underwriting new issuances of municipal bonds; and (4) the City anticipates awarding the sale of the Bonds to the bidder who submits a firm offer to purchase the Bonds at the highest price (or lowest cost), as set forth in this Notice of Sale. Any bid submitted pursuant to this Notice of Sale shall be considered a firm offer for the purchase of the Bonds, as specified in the bid. In the event that the competitive sale requirements are not satisfied, the City shall promptly so advise the winning bidder. The City may then determine to treat the initial offering price to the public as of the award date of the Bonds as the issue price of each maturity by imposing on the winning bidder the Hold -the- Offering-Price Rule as described in the following paragraph (the “Hold-the-Offering-Price Rule”). Bids will not be subject to cancellation in the event that the City determines to apply the Hold-the-Offering- Price Rule to the Bonds. Bidders should prepare their bids on the assumption that the Bonds will be subject to the Hold-the-Offering-Price Rule in order to establish the issue price of the Bonds. By submitting a bid, the winning bidder shall (i) confirm that the underwriters have offered or wil l offer the Bonds to the public on or before the date of award at the offering price or prices (the “Initial Offering Price”), or at the corresponding yield or yields, set forth in the bid submitted by the winning bidder and (ii) agree, on behalf of the underwriters participating in the purchase of the Bonds, that the underwriters will neither offer nor sell unsold Bonds of any maturity to which the Hold-the-Offering Price Rule shall apply to any person at a price that is higher than the Initial Offering Price to the public during the period starting on the award date for the Bonds and ending on the earlier of the following: A-4 CR100-21-669086.v3 (1) the close of the fifth (5th) business day after the award date; or (2) the date on which the underwriters have sold at least 10% of a maturity of the Bonds to the public at a price that is no higher than the Initial Offering Price to the public (the “10% Test”), at which time only that particular maturity will no longer be subject to the Hold-the-Offering-Price Rule. The City acknowledges that, in making the representations set forth above, the winning bidder will rely on (i) the agreement of each underwriter to comply with the requirements for establishing issue price of the Bonds, including, but not limited to, its agreement to comply with the Hold-the-Offering-Price Rule, if applicable to the Bonds, as set forth in an agreement among underwriters and the related pricing wires, (ii) in the event a selling group has been created in connection with the initial sale of the Bonds to the publi c, the agreement of each dealer who is a member of the selling group to comply with the requirements for establishing issue price of the Bonds, including but not limited to, its agreement to comply with the Hold- the-Offering-Price Rule, if applicable to the Bonds, as set forth in a selling group agreement and the related pricing wires, and (iii) in the event that an underwriter or dealer who is a member of the selling group is a party to a third-party distribution agreement that was employed in connection with the initial sale of the Bonds to the public, the agreement of each broker-dealer that is a party to such agreement to comply with the requirements for establishing issue price of the Bonds, including, but not limited to, its agreement to comply with the Hold-the-Offering-Price Rule, if applicable to the Bonds, as set forth in the third-party distribution agreement and the related pricing wires. The City further acknowledges that each underwriter shall be solely liable for its failure to comply with its agreement regarding the requirements for establishing issue price of the Bonds, including but not limited to, its agreement to comply with the Hold-the-Offering- Price Rule, if applicable to the Bonds, and that no underwriter shall be liable for the failu re of any other underwriter, or of any dealer who is a member of a selling group, or of any broker -dealer that is a party to a third-party distribution agreement to comply with its corresponding agreement to comply with the requirements for establishing issue price of the Bonds, including, but not limited to, its agreement to comply with the Hold-the-Offering-Price Rule if applicable to the Bonds. By submitting a bid, each bidder confirms that: (i) any agreement among underwriters, any selling group agreement and each third-party distribution agreement (to which the bidder is a party) relating to the initial sale of the Bonds to the public, together with the related pricing wires, contains or will contain language obligating each underwriter, each dealer who is a member of the selling group, and each broker-dealer that is a party to such third-party distribution agreement, as applicable, (A) to comply with the Hold-the- Offering-Price Rule, if applicable if and for so long as directed by the winning bidder and as set forth in the related pricing wires, (B) to promptly notify the winning bidder of any sales of Bonds that to its knowledge, are made to a purchaser who is a related party to an underwriter participating in the initial sale of the Bonds to the public (each such term being used as defined below), and (C) to acknowledge that, unless otherwise advised by the underwriter, dealer or broker-dealer, the winning bidder shall assume that each order submitted by the underwriter, dealer or broker-dealer is a sale to the public, and (ii) any agreement among underwriters or selling group agreement relating to the initial sale of the Bonds to the public, together with the related pricing wires, contains or will contain language obligating each underwriter or dealer that is a party to a third-party distribution agreement to be employed in connection with the initial sale of the Bonds to the public to require each broker-dealer that is a party to such retail distribution agreement to comply with the Hold-the-Offering-Price Rule, if applicable, in each case if and for so long as directed by the winning bidder or the underwriter and as set forth in the related pricing wires. Notes: Sales of any Bonds to any person that is a related party to an underwriter participating in the initial sale of the Bonds to the public (each such term being used as defined below) shall not constitute sales to the public for purposes of this Notice of Sale. Further, for purposes of this Notice of Sale: (1) “public” means any person other than an underwriter or a related party, A-5 CR100-21-669086.v3 (2) “underwriter” means (A) any person that agrees pursuant to a written contract with the City (or with the lead underwriter to form an underwriting syndicate) to participate in the initial sale of the Bonds to the public and (B) any person that agrees pursuant to a written contract directly or indirectly with a person described in clause (A) to participate in the initial sale of the Bonds to the public (including a member of a selling group or a party to a third-party distribution agreement participating in the initial sale of the Bonds to the public). (3) a purchaser of any of the Bonds is a “related party” to an underwriter if the underwriter and the purchaser are subject, directly or indirectly, to (A) more than 50% common ownership of the voting power or the total value of their stock, if both entities are corporations (including direct ownership by one corporation or another), (B) more than 50% common ownership of their capital interests or profits interests, if both entities are partnerships (including direct ownership by one partnership of another), or (C) more than 50% common ownership of the value of the outstanding stock of the corporation or the capital interests or profit interests of the partnership, as applicable, if one entity is a corporation and the other entity is a partnership (including direct ownership of the applicable stock or interests by one entity of the other), and (4) “sale date” means the date that the Bonds are awarded by the City to the winning bidder. ADJUSTMENTS TO PRINCIPAL AMOUNT AFTER PROPOSALS The City reserves the right to increase or decrease the principal amount of the Bonds. Any such increase or decrease will be made in multiples of $5,000 and may be made in any maturity. If any maturity is adjusted, the purchase price will also be adjusted to maintain the same gross spread. Such adjustments shall be made promptly after the sale and prior to the award of Proposals by the City and shall be at the sole discretion of the City. The successful bidder may not withdraw or modify its Proposal once submitted to the City for any reason, including post-sale adjustment. Any adjustment shall be conclusive and shall be binding upon the successful bidder. OPTIONAL REDEMPTION Bonds maturing on February 1, 2030 through 2037 are subject to redemption and prepayment at the option of the City on February 1, 2029 and any date thereafter, at a price of par plus accrued interest. Redemption may be in whole or in part of the Bonds subject to prepayment. If redemption is in part, the maturities and principal amounts within each maturity to be redeemed shall be determined by the City and if only part of the Bonds having a common maturity date are called for prepayment, the specific Bonds to be prepaid shall be chosen by lot by the Bond Registrar. CUSIP NUMBERS If the Bonds qualify for assignment of CUSIP numbers such numbers will be printed on the Bonds, but neither the failure to print such numbers on any Bond nor any error with respect thereto shall constitute cause for a failure or refusal by the successful bidder thereof to accept delivery of and pay for the Bonds in accordance with terms of the purchase contract. The CUSIP Service Bureau charge for the assignment of CUSIP identification numbers shall be paid by the successful bidder. DELIVERY Delivery of the Bonds will be within thirty-five days after award, subject to an approving legal opinion by Kennedy & Graven, Chartered, Bond Counsel. The legal opinion will be paid by the City and delivery will be anywhere in the continental United States without cost to the successful bidder at DTC. A-6 CR100-21-669086.v3 TYPE OF PROPOSAL Proposals of not less than $3,416,995 (98.9%) and accrued interest on the principal sum of $3,455,000 must be filed with the undersigned prior to the time of sale. Proposals must be unconditional except as to legality. Proposals for the Bonds should be delivered to Northland Securities, Inc. and addressed to: Brad Martens, City Administrator Corcoran City Hall 8200 County Road 116 Corcoran, MN 55340 A good faith deposit (the “Deposit”) in the amount of $69,100 in the form of a federal wire transfer (payable to the order of the City) is only required from the apparent winning bidder, and must be received within two hours after the time stated for the receipt of Proposals. The apparent winning bidder will receive notification of the wire instructions from the Municipal Advisor promptly after the sale. If the Deposit is not received from the apparent winning bidder in the time allotted, the City may choose to reject their Proposal and then proceed to offer the Bonds to the next lowest bidder based on the terms of their original proposal, so long as said bidder wires funds for the Deposit amount within two hours of said offer. The City will retain the Deposit of the successful bidder, the amount of which will be deducted at settlement and no interest will accrue to the successful bidder. In the event the successful bidder fails to comply with the accepted Proposal, said amount will be retained by the City. No Proposal can be withdrawn afte r the time set for receiving Proposals unless the meeting of the City scheduled for award of the Bonds is adjourned, recessed, or continued to another date without award of the Bonds having been made. AWARD The Bonds will be awarded on the basis of the lowest interest rate to be determined on a true interest cost (TIC) basis. The City’s computation of the interest rate of each Proposal, in accordance with customary practice, will be controlling. In the event of a tie, the sale of the Bonds will be aw arded by lot. The City will reserve the right to: (i) waive non-substantive informalities of any Proposal or of matters relating to the receipt of Proposals and award of the Bonds, (ii) reject all Proposals without cause, and (iii) reject any Proposal which the City determines to have failed to comply with the terms herein. INFORMATION FROM SUCCESSFUL BIDDER The successful bidder will be required to provide, in a timely manner, certain information relating to the initial offering price of the Bonds necessary to compute the yield on the Bonds pursuant to the provisions of the Internal Revenue Code of 1986, as amended. OFFICIAL STATEMENT By awarding the Bonds to any underwriter or underwriting syndicate submitting a Proposal therefor, the City agrees that, no more than seven business days after the date of such award, it shall provide to the senior managing underwriter of the syndicate to which the Bonds are awarded, the Final Official Statement in an electronic format as prescribed by the Municipal Securities Rulemaking Board (MSRB). A-7 CR100-21-669086.v3 FULL CONTINUING DISCLOSURE UNDERTAKING The City will covenant in the resolution awarding the sale of the Bonds and in a Continuing Disclosure Undertaking to provide, or cause to be provided, annual financial information, including audited financial statements of the City, and notices of certain material events, as required by SEC Rule 15c2-12. BANK QUALIFICATION The City will designate the Bonds as qualified tax-exempt obligations for purposes of Section 265(b)(3) of the Internal Revenue Code of 1986, as amended. BOND INSURANCE AT UNDERWRITER’S OPTION If the Bonds qualify for issuance of any policy of municipal bond insurance or commitment therefor at the option of the successful bidder, the purchase of any such insurance policy or the issuance of any such commitment shall be at the sole option and expense of the successful bidder of the Bonds. Any increase in the costs of issuance of the Bonds resulting from such purchase of insurance shall be paid by the successful bidder, except that, if the City has requested and received a rating on the Bonds from a rating agency, the City will pay that rating fee. Any other rating agency fees shall be the responsibility of the successful bidder. Failure of the municipal bond insurer to issue the policy after the Bonds have been awarded to the successful bidder shall not constitute cause for failure or refusal by the successful bidder to accept delivery on the Bonds. The City reserves the right to reject any and all Proposals, to waive informalities and to adjourn the sale. Dated: August 27, 2020 BY ORDER OF THE CORCORAN CITY COUNCIL /s/ Brad Martens City Administrator Additional information may be obtained from: Northland Securities, Inc. 150 South 5th Street, Suite 3300 Minneapolis, Minnesota 55402 Telephone No.: 612-851-5900 A-8 CR100-21-669086.v3 EXHIBIT A (ISSUE PRICE CERTIFICATE – COMPETITIVE SALE SATISFIED) The undersigned, for and on behalf of [NAME OF PURCHASER/REPRESENTATIVE] (the [“Purchaser”] [“Representative,” on behalf of itself and other underwriters listed below (collectively, the “Underwriting Group”)], with respect to the sale and issuance of the General Obligation Capital Improvement Plan Refunding Bonds, Series 2020B (the “Bonds”), issued by the City of Corcoran, Minnesota (the “Issuer”), in the original aggregate principal amount of $____________, certifies as follows: 1. Reasonably Expected Initial Offering Price. (a) As of the Sale Date, the reasonably expected initial offering prices of the Bonds to the Public by the [Purchaser] [Underwriting Group] are the prices listed in EXHIBIT A attached hereto (the “Expected Offering Prices”). The Expected Offering Prices are the prices of the Maturities of the Bonds used by the [Purchaser] [Underwriting Group] in formulating its bid to purchase the Bonds. Attached hereto as EXHIBIT B is a true and correct copy of the bid provided by the [Purchaser] [Underwriting Group] to purchase the Bonds. (b) The [Purchaser] [Underwriting Group] was not given the opportunity to review other bids prior to submitting its bid. (c) The bid submitted by the [Purchaser] [Underwriting Group] constituted a firm offer to purchase the Bonds. (d) Capitalized terms that are used herein that are otherwise not defined shall have the meanings assigned to such terms in Section 5 hereof. 2. Purchase Price. The [Purchaser] [Representative] acknowledges that it is purchasing the Bonds for an aggregate purchase price of $_______________ (par amount of Bonds of $__________, plus original issue premium of $_______, less original issue discount of $________, less [a Purchaser’s] [an underwriter’s] discount of $________), plus accrued interest in the amount of $____________. 3. Receipt of Bonds. The undersigned hereby acknowledges receipt of $____________ in original aggregate principal amount of the Bonds from the Issuer, fully executed and authenticated. [The [Purchaser] [Representative] has paid to [NAME OF INSURER] the sum of $______________ as a premium for an insurance policy for the Bonds.] 4. Representations. The representations set forth in this Certificate of Purchaser (the “Certificate”) are limited to factual matters only. Nothing in this Certificate represents the interpretation by the [Purchaser] [Representative] of any laws, including specifically Sections 103 and 148 of the Internal Revenue Code of 1986, as amended, and the Treasury Regulations promulgated thereunder. The undersigned understands that the foregoing information will be relied upon by: (i) the Issuer with respect to certain of the representations set forth in a tax certificate of the Issuer executed on the date hereof with respect to compliance with the federal income tax rules affecting the Bonds; and (ii) Kennedy & Graven, Chartered, in connection with rendering its opinion that the interest on the Bonds is excluded from gross income for federal income tax purposes, the preparation of Information Return for Tax -Exempt Governmental Obligations, Form 8038-G (Rev. September 2018), and other federal income tax advice that it may give to the Issuer from time to time relating to the Bonds. A-9 CR100-21-669086.v3 5. Defined Terms. (a) “Maturity” means Bonds with the same credit and payment terms. Bonds with different maturity dates, or Bonds with the same maturity date but different stated interest rates, are treated as separate Maturities. (b) “Public” means any person (including an individual, trust, estate, partnership, association, company, or corporation) other than an Underwriter or a related party to an Underwriter. The term “related party” for purposes of this Certificate means, with respect to a purchaser of the Bonds, if the Underwriter and the purchaser are subject, directly or indirectly, to (i) more than fifty percent (50%) common ownership of the voting power or the total value of their stock, if both entities are corporations (including direct ownership by one corporation of another); (ii) more than fifty percent (50%) common ownership of their capital interests or profits interests, if both entities are partnerships (including direct ownership by one partnership of another); or (iii) more than fifty percent (50%) common ownership of the value of the outstanding stock of the corporation or the capital interests or profit interests of the partnership, as applicable, if one entity is a corporation and the other entity is a partnership (including direct ownership of the applicable stock or interests by one entity of the other). (c) “Sale Date” means the first day on which there is a binding contract in writing for the sale of a Maturity of the Bonds. The Sale Date of the Bonds is October 8, 2020. (d) “Underwriter” means (i) any person that agrees pursuant to a written contract with the Issuer (or with the lead underwriter to form an underwriting syndicate) to participate in the initial sale of the Bonds to the Public, and (ii) any person that agrees pursuant to a written contract directly or indirectly with a person described in clause (i) of this paragraph to participate in the initial sale of the Bonds to the Public (including a member of a selling group or a party to a retail distribution agreement participating in the initial sale of the Bonds to the Public). IN WITNESS WHEREOF, the undersigned officer has executed this Certificate of Purchaser as of the date and year first written above. [PURCHASER] [REPRESENTATIVE] By Name Its [Account Members:] (ISSUE PRICE CERTIFICATE – HOLD THE PRICE) The undersigned, for and on behalf of [NAME OF PURCHASER/REPRESENTATIVE] (the [“Purchaser”] [“Representative,” on behalf of itself and other underwriters listed below (collectively, t he “Underwriting Group”))],, with respect to the sale and issuance of the General Obligation Capital A-10 CR100-21-669086.v3 Improvement Plan Refunding Bonds, Series 2020B (the “Bonds”), by the City of Corcoran, Minnesota (the “Issuer”), in the original aggregate principal amount of $____________, certifies as follows: 1. Initial Offering Price for the Bonds. (a) The [Purchaser] [Underwriting Group] offered each Maturity of the Bonds to the Public for purchase at the respective initial offering prices listed in EXHIBIT A attached hereto (the “Initial Offering Prices”). A copy of the pricing wire or equivalent communication for the Bonds is attached hereto as EXHIBIT A. Capitalized terms used herein that are otherwise not defined shall have the meanings assigned to such terms in Section 5 hereof. (b) As set forth in the Notice of Sale and the bid award, the [Purchaser has] [members of the Underwriting Group have] agreed in writing that, (i) for each Maturity of the Bonds, [it] [they] would neither offer nor sell any of the Bonds of such Maturity to any person at a price that is higher than the Initial Offering Price for such Maturity during the Holding Period for such Maturity (the “Hold-the-Offering-Price Rule”), and (ii) any selling group agreement shall contain the agreement of each dealer who is a member of the selling group, and any retail distribution agreement shall contain the agreement of each broker-dealer who is a party to the retail distribution agreement, to comply with the Hold-the-Offering-Price Rule. Pursuant to such agreement, no Underwriter has offered or sold any Maturity of the Bonds at a price that is higher than the respective Initial Offering Price for that Maturity of the Bonds during the Holding Period. 2. Purchase Price. The [Purchaser] [Representative] acknowledges that it is purchasing the Bonds for an aggregate purchase price of $_______________ (par amount of Bonds of $__________, plus original issue premium of $_______, less original issue discount of $________, less [a Purchaser’s] [an underwriter’s] discount of $________). 3. Receipt of Bonds. The undersigned hereby acknowledges receipt of $_________ in original aggregate principal amount of the Bonds from the Issuer, fully executed and authenticated. 4. Representations. The representations set forth in this Certificate of Purchaser (the “Certificate”) are limited to factual matters only. Nothing in this Certificate represents the interpretation by the [Purchaser] [Representative] of any laws, including specifically Sections 103 and 148 of the Internal Revenue Code of 1986, as amended, and the Treasury Regulations promulgated thereunder. The undersigned understands that the foregoing information will be relied upon by: (i) the Issuer with respect to certain of the representations set forth in a tax certificate of the Issuer executed on the date hereof with respect to compliance with the federal income tax rules affecting the Bonds; and (ii) Kennedy & Graven, Chartered, in connection with rendering its opinion that the interest on the Bon ds is excluded from gross income for federal income tax purposes, the preparation of Information Return for Tax -Exempt Governmental Bonds, Form 8038 G (Rev. September 2018), and other federal income tax advice that it may give to the Issuer from time to time relating to the Bonds. 5. Defined Terms. (a) “Holding Period” means, with respect to each Maturity of the Bonds, the period starting on the Sale Date and ending on the earlier of (i) the close of the fifth business day after the Sale Date, or (ii) the date on which the [Purchaser has] [Underwriters have] sold at least ten percent (10%) of such Maturity to the Public at prices that are no higher than the Initial Offering Price for such Maturity. A-7 CR100-21-669086.v3 (b) “Maturity” means Bonds with the same credit and payment terms. Bonds with different maturity dates, or Bonds with the same maturity date but different stated interest rates, are treated as separate Maturities. A-11 CR100-21-669086.v3 (c) “Public” means any person (including an individual, trust, estate, partnership, association, company, or corporation) other than an Underwriter or a related party to an Underwriter. The term “related party” for purposes of this Certificate means, with respect to a purchaser of the Bonds, if the Underwriter and the purchaser are subject, directly or indirectly, to (i) more than fifty percent (50%) common ownership of the voting power or the total value of their stock, if both entities are corporations (including dir ect ownership by one corporation of another); (ii) more than fifty percent (50%) common ownership of their capital interests or profits interests, if both entities are partnerships (including direct ownership by one partnership of another); or (iii) more than fifty percent (50%) common ownership of the value of the outstanding stock of the corporation or the capital interests or profit interests of the partnership, as applicable, if one entity is a corporation and the other entity is a partnership (including direct ownership of the applicable stock or interests by one entity of the other). (d) “Sale Date” means the first day on which there is a binding contract in writing for the sale of a Maturity of the Bonds. The Sale Date of the Bonds is October 8, 2020. (e) “Underwriter” means (i) any person that agrees pursuant to a written contract with the Issuer (or with the lead underwriter to form an underwriting syndicate) to participate in the initial sale of the Bonds to the Public, and (ii) any person that agrees pursuant to a written contract directly or indirectly with a person described in clause (i) of this paragraph to participate in the initial sale of the Bonds to the Public (including a member of a selling group or a party to a retail distribution agreement participating in the initial sale of the Bonds to the Public). IN WITNESS WHEREOF, the undersigned officer has executed this Certificate of Purchaser as of the date and year first written above. [PURCHASER] [REPRESENTATIVE] By Name Its DOCSOPEN-CR100-21-669919.v2-8/18/20 CITY OF CORCORAN, MINNESOTA RESOLUTION NO. 2020-66 RESOLUTION PROVIDING FOR THE PREPAYMENT AND REDEMPTION OF THE CITY’S OUTSTANDING GENERAL OBLIGATION EQUIPMENT CERTIFICATES OF INDEBTEDNESS, SERIES 2014A BE IT RESOLVED By the City Council of the City of Corcoran, Minnesota (the “City”), as follows: 1.The City previously issued and sold its General Obligation Equipment Certificates of Indebtedness, Series 2014A (the “Certificates”), dated as of May 15, 2014, in the original aggregate principal amount of $442,000, of which $234,000 in principal amount is currently outstanding. The outstanding Certificates are subject to call for prior redemption on any date at a price of par plus accrued interest. Redemption may be in whole or in part, and if in part, at the option of the City and in such order as the City will determine and within a maturity selected by the Northland Trust Services, Inc., Minneapolis, Minnesota, acting as the registrar for the Certificates (the “Registrar”). Prepayments will be at a price of par plus accrued interest. 2.It is determined that it is in the best interests of the sound financial management of the City that Certificates maturing after May 15, 2019, comprising all of the Certificates subject to redemption, be prepaid and redeemed on May 15, 2020 (or on the first date thereafter for which the Registrar can provide proper notice to the holders of the Certificates), and those Certificates are hereby called for redemption on October 2, 2020, in the aggregate principal amount of $234,000. 3.The Registrar is authorized and directed to mail notice of call for redemption of the Certificates in the form attached hereto as EXHIBIT A to the registered owners of each Certificate to be redeemed at the address shown on the registration books kept by the Registrar. Adopted by the City Council of the City of Corcoran, Minnesota this 27th day of August, 2020. Mayor ATTEST: City Administrator A-1 DOCSOPEN-CR100-21-669919.v2-8/18/20 EXHIBIT A NOTICE OF CALL FOR REDEMPTION $442,000 CITY OF CORCORAN, MINNESOTA GENERAL OBLIGATION EQUIPMENT CERTIFICATES OF INDEBTEDNESS SERIES 2014A NOTICE IS HEREBY GIVEN that, by order of the City Council of the City of Corcoran, Minnesota (the “City”), there have been called for redemption and prepayment on October 2, 2020 all outstanding certificates of the City designated as General Obligation Equipment Certificates of Indebtedness, Series 2014A, dated as of May 15, 2014, having a stated maturity date of May 15, 2024, totaling $234,000 in principal amount, and with the following CUSIP numbers: Year of Maturity Amount CUSIP 2024* $234,000 218388 CJ3 *Term Certificate The certificates are being called at a price of par plus accrued interest to October 2, 2020, on which date all interest on said certificates will cease to accrue. Holders of the certificates hereby called for redemption are requested to present their certificates for payment at the main office of Northland Trust Services, Inc., 150 South Fifth Street, Suite 3300, Minneapolis, Minnesota 55402, on or before October 2, 2020. Important Notice: In compliance with the Economic Growth and Tax Relief Reconciliation Act of 2009, the paying agent is required to withhold a specified percentage of the principal amount of the redemption price payable to the holder of any certificates subject to redemption and prepayment on the redemption date, unless the paying agent is provided with the Social Security Number or Federal Employer Identification Number of the holder, properly certified. Submission of a fully executed Request for Taxpayer Identification Number and Certification, Form W-9 (Rev. October 2018), will satisfy the requirements of this paragraph. Dated: ______________, 2020. BY ORDER OF THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA By /s/ Brad Martens City Administrator City of Corcoran, Minnesota STAFF REPORT Agenda Item 10a. Council Meeting: August 27, 2020 Prepared By: Director Matt Gottschalk Topic: Short-Term Full-Time Police Officer Action Required: Direction and Authorization Summary: The Police Department currently utilizes 6 full-time patrol officer positions to provide 24- hour 7-day a week police protection for the community. Historically, when officers take time off or attend training the department has utilized part-time officers to cover their shifts. Over the past several years the department has experienced a severe shortage of experienced part-time police officer candidates. Subsequently, the number of part- time officers working for the department has diminished significantly. This has resulted in the department being forced to deny training and P.T.O. requests for full-time officers. The department continues to seek experienced part-time candidates on an on-going basis. In January 2020, one of the full-time patrol officers went out on medical leave and has not returned. This has resulted in an increased workload for our part time officers and occasional forced overtime for our full-time officers. In July 2020, a second patrol officer went out on medical leave and has not returned. The department has struggled to find coverage and is beginning to exceed allowable hours for part-time officers. Staff is requesting authorization to hold an internal hiring process for a Short-Term Full- Time Police Officer position and authority to appoint the selected candidate to the position. For expediency’s sake, this process would only be open to qualified internal candidates as they have already been vetted and backgrounded. The short-term appointment would last up to 364 days or until the department is back to full staffing levels, whichever occurs first. The position would be eligible for the same benefits as a full-time probationary police officer. Financial/Budget: A majority of the wages for the officers currently on leave are covered by an insurance policy and the need to backfill their coverage hours with a combination of part-time and full-time staff exists regardless of the Council’s decision on this item. The wages for this position would cost the City approximately $5.00 per hour more than coverage with a part-time officer (if they were available) but approximately $25.00 per hour less than overtime coverage. Based on the large amount of coverage needed and requisite overtime, staff believes that this will result in wage savings but the variables in part-time availability make it incalculable. Staff Report—August 27, 2020 Council Meeting Prepared by Director Gottschalk Page 2 The additional cost to the City for this position is in the benefits that this position is entitled to. The hard cost of benefits per month will be $1,410-$1,624 depending on the coverage, plus P.T.O accrual. These additional costs are not included in the 2020 operating budget, but staff believes the wage savings and this year’s favorable budget performance make the position feasible and prudent. Options: 1. Direct staff to hold an internal hiring process for the position of Short-Term Full- Time Police Officer and authorize the City Administrator to appoint the selected candidate to the position. 2. Provide staff with other direction. Recommendation: Staff believes that this position is important for improved community coverage and to minimize staff burnout. It also helps avoid labor and legal complications associated with the increased utilization of part-time employees. Staff recommends that the Council direct staff to hold an internal hiring process for a Short-Term Full-Time Police Officer position and authorize the City Administrator to appoint the selected candidate. Council Action: Consider a motion to direct staff to hold an internal hiring process for the position of Short-Term Full-Time Police Officer and authorize the City Administrator to appoint the selected candidate to the position. Attachments: None Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE August 12, 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 approved The following is a summary of project status for current, active projects: 1.Encroachment agreement on 70th Avenue to provide access to PID 26-119-23-33-0001 (city file 20-021). The property owner is planning to construct a new home on this vacant parcel. The existing 70th Avenue right-of-way extends to the property line but the road improvements stop short. The property owner will need an encroachment agreement to build a private driveway from the existing cul de sac over the unimproved right-of-way to the property line. Once the request is complete, it would be scheduled for Council approval. 2.Site Plan, Conditional Use Permit and Variance for Nelson International at 10409 CR 101 (PID 01-119-23-41-0001) (city file no. 20-022). The Council reviewed a concept plan for this site in January. The project is a new 35,000 sq. ft. building for truck sales and service. The feasibility studies for the planned infrastructure were completed and the Planning Commission held a public hearing on August 6th. The Planning Commission tabled the item and requested that the applicant address the outstanding issues. The item is scheduled for the September 3rd Planning Commission meeting and the September 24th City Council meeting. 3.Eagle Brook Church Site Plan, Conditional Use Permit and Preliminary Plat for the Property located at 7015 20th Avenue (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36- 119-23-44-0013, 36-119-23-44-0014) (city file no. 20-023). The applicant is requesting approval to combine the existing parcels into one lot for a 70,000 square foot church and one outlot for future development. The application was reviewed at a public hearing at the July 2nd Planning Commission meeting and the applicant requested that this item be pulled from the July 23rd agenda so that they could evaluate possible changes. The applicant has been meeting with concerned neighbors and submitted revised plans on August 10th. This item is scheduled for City Council action on August 27th. 4.Hochstedler request for a Conditional Use Permit at 21925 Oakdale Drive (PID 04-119-23-34- 0006) (city file no. 20-025). The applicant is requesting a CUP to add a 7,200 square foot agricultural building where a maximum of 3,969 square feet is permitted. This item was reviewed at a public hearing at the August 6th Planning Commission meeting and City Council action is expected on August 27th. 5.Emery request for a Conditional Use Permit at 9226 Cain Road (PID 14-119-23-22-0004) (city file no. 20-026). The applicant is requesting a CUP to add a 1,680 square foot building creating a total of 5,165 square feet where a maximum of 3,969 square feet is permitted. This item is being reviewed for completeness and is tentatively scheduled for a public hearing at the September Planning Commission and Council meetings. Agenda Item 12a. MEMORANDUM 2 6. Paulsen Farms Final Plat and Development Agreement for an OS&P Plat (PID 09-119-23-34-0001) (city file no. 20-027). This item is now complete and is scheduled for City Council review on August 27th. 7. City-Initiated Ordinance Amendment Regarding Non-Residential Uses in Residential Districts (city file 20-028). The City Council asked staff to present options to consider changes to these standards. Staff presented options in the July 23rd Council meeting. The City Council directed staff to schedule a work session where the item could be discussed in more detail. The City Administrator has sent an email to Council members requesting feedback on availability on different dates to schedule the work session. 8. Conditional Home Occupation License for display for Sale Accessory Dwelling Units at 21000 Sunny Hill Lane (PID 10-119-23-42-0018) (city file 20-029). Nicole Beckstrand operates YardHomeMN in St. Paul, MN where they manufacture small homes (detached accessory dwelling units). She indicated in her narrative that she is unable to display the units in St. Paul and would like to display them at her home in Corcoran. Staff is reviewing the application for completeness and to determine whether this request is eligible to apply for a Conditional Home Occupation License. If it is complete and eligible for a CHOL, staff will schedule the item for a public hearing at the Planning Commission and City Council review. Also, there are several projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (City file 06-005). The City Council granted a one-year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Staff has spoken to the applicant and will schedule a meeting when more information is available on the Loretto sewer project. 2. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (City file 12-002). Hope Ministries submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released, but we are holding the escrow pending completion of the approved landscaping. The applicant has indicated that they are considering a site plan amendment application to modify the approved plans. Staff met again with Pastor Brian Lother in July 2017 to discuss the outstanding issues and future expansion plans on the property. 3. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for Schendel property at 20400 County Road 10 (City file 14-027). The City Council approved the request on December 11, 2014 and granted the applicant 2 years to apply for the final plat and final PUD development plan. Peachtree Partners did not buy the property, but a different developer could still proceed with the approved plan. Several extensions have been approved. The landowner is requesting another extension to the preliminary plat approval, which was previously granted extensions that expire in February. M/I Homes is proposing to take over the project with a few amendments to the proposed plan. Council reviewed the request at the February 27th meeting. 4. Commercial Door Addition at 7670 Commerce Street (City file 15-010). The City received an application for approval of a building addition, which required a conditional use permit, interim use permit, variance and site plan approval. The project was reviewed at a public hearing at the June 4th Planning Commission meeting and was approved by the City Council on June 25th. The required landscaping will be finalized and constructed after the downtown infrastructure project is completed. The City will release the remaining escrow when the planting is completed. Staff is working with the landowner to complete the outstanding items. 5. Comlink Midwest Site Plan, CUP, Variance and Rezoning at 23405 CR 10 (City file 19-011). The request is to allow construction of a contractor’s yard in the Rural Commercial (CR) district over 3-5 years. Phase 1 is for the 20,000 square foot Utility Construction building. This item was reviewed at a public hearing at the July 9th Planning Commission and Council approved on July 25th meeting. The approval included changes to the building architecture were approved by the Council at the August 22nd meeting. The applicant has indicated that they have found a site in a different city and will be restoring this site and closing out the file. MEMORANDUM 3 6. Wessel Property PUD Sketch Plan and EAW for 22020 Hackamore Road (PID 35-119-23-43-0001, 35-119-23-44-0001, 35-119-23-11-0001 and 35-119-23-12-0002) (City File 19-018). The sketch plan was reviewed by the Council on September 26th and staff was directed to begin the Environmental Assessment Worksheet. The EAW was acted on by the Council in January 2020. 7. Savoie Minor Subdivision at 21801 Homestead Trail (City file 19-021). This two-lot subdivision is was approved by the Council on October 24th. The council had previously approved this subdivision, but the applicant let it expire and an extension was approved. The subdivision was approved on October 24, 2019. 8. Sketch Plan for “Nelson International” at 10409 County Road 101 (city file 19-023). The applicant submitted a sketch plan for an approximately 33,000-sq. ft. truck sales/repair operation. The Council reviewed this item on January 23rd. 9. Park Dedication Ordinance Update (city file no. 20-004). The park dedication fees are based on the comprehensive plan. The 2040 Comprehensive Plan was adopted in November and included some changes that require us to reevaluate our park dedication fee formula and make some minor edits to the ordinance. The Parks Commission will review on May 21st, the Planning Commission held a public hearing on June 4th and City Council approved on June 11th. 10. Annual Ordinance Codification (city file no. 20-005). Staff prepares and annual codification to incorporate all of the previous year’s ordinance amendments into the City Code. The new PDF of the Code is now complete and available at City Hall and online. 11. Request for Variance, Preliminary and Final Plat for St. Jane Chantel cemetery (PID 21-119-23- 33-0004) (city file no. 20-001). Gene Kissner is requesting approval of a Preliminary Plat, Final Plat and Variance to subdivide the 3.76-acre St. Jane Chantel parcel owned by Church of St. Thomas the Apostle. The portion north of County Road 50 contains the cemetery and will be retained by the church and Kissners will purchase the portion south of County Road 50. The Planning Commission held a public hearing on March 5th and recommended approval. Council approved the request on March 26th. 12. Bellwether 4th Final Plat and Final PUD (city file no.20-002). Pulte Homes of Minnesota, LLC (applicant) has submitted a request for approval of a Final Plat and Final PUD plan application for “Bellwether 4th Addition”, a residential development of 74 new single-family homes and one outlot on 45.49 acres of property. The Planning Commission reviewed on March 5th and recommended approval. Council approved the request on March 26th. 13. Zoning Map Changes (city file no. 20-003). Minnesota statues require cities to update their zoning map to bring it into compliance with the comprehensive plan within 9 months of adoption. The 2040 Comprehensive Plan was adopted in November and these map amendments will ensure consistency. The Planning Commission held a public hearing on March 5th and recommended approval. Council approved the request on March 26th. 14. Tessmer Topo/Wetland Waiver (PID 07-119-23-21-0002) (city file no.20-007). The applicant is requesting a waiver of the topography and wetland delineation requirements for this parcel. This parcel will be platted with the property to the west for a small division, but no development is proposed for this parcel. Council approved the request on March 26th. 15. *Corcoran Self Storage PUD Amendment (city file no. 20-009). The applicant is requesting an amendment to the phasing plan for the project. Staff is currently reviewing the application for completeness, but it appears that the request was administratively approved. 16. Vollrath request for Ag Preserve designation and initiate expiration for 42.09 acres of land south of County Road 50 (PID 29-119-23-24-0001) (City File 20-010). The Council approved the request on March 26th. 17. Paulsen Farms OSP Preliminary Plat (09-119-23-34-0001) (city file no. 20-011). The applicant has submitted an Open Space & Preservation Plat for the 88 acres on County Road 30. The plat would MEMORANDUM 4 include 20 lots and preservation of 47 acres of open space. Staff is currently reviewing this application for completeness. The Planning Commission held a public hearing on May 7th, Parks and Trails Commission reviewed on May 21st and City Council approved on May 28th. 18. M/I Homes Concept Plan for a modification of the approvals for “Sawgrass” on the 103-acre parcel at 20400 County Road 10 (PID 23-119-23-42-0003) (City file no. 20-012). The Council approved an extension to the 2014 preliminary approvals so that the applicant could proceed with a final plat, final PUD development and PUD amendment. This concept plan is to outline the PUD amendments required for the new plan and ensure Council support before submitting a formal submittal. The Council was expected to review this item at their April 23rd meeting, but the applicant has withdrawn the application and will proceed with a formal final plat and final PUD application.. 19. Eagle Brook Church Concept Plan at the NW quadrant of Hackamore Road and County Road 101 (city file 20-013). Eagle Brook Church has submitted a concept plan for a new church on this site. The City Engineer is completing a feasibility study. The Council reviewed the plan at the April 23rd meeting. 20. *Corcoran Crossroads Administrative Permit and Variances at 7625 County Road 116 (city file 20-014). The new owner of Corcoran Crossroads has applied for variances for expansion of the existing legal, non-conforming canopy structure and signs. The application for the variances was reviewed at the July 2nd Planning Commission meeting and the City Council approved the request on July 23rd. 21. Laura Gibson has requested approval of a Special Home Occupation License at 7105 County Rd 19 (PID 30-119-23-31-0001) (city file 20-015). The applicant is requesting an Administrative Permit for a Special Home Occupation License to operate a hair salon business. There will be no employees and up to 28 clients per week. Staff has reviewed and sent notices of intent to surrounding property owners. The application has been administratively approved. 22. *Karineimi Addition Preliminary Plat at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33- 119-23-22-0004 and 33-119-23-21-0001) (City file 20-016). The applicant has submitted a preliminary plat to create four lots from the newly created Lot 1, Block 1, Rolling Hills Acres and the adjacent 40 acres to the east. The 40-acre parcel have four development rights which will be used for the subdivision. The application was reviewed at a public hearing at the Planning Commission on June 4th and City Council approved the request on June 25th. 23. Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Development Plan for “Tavera” at the property at the northwest corner of Hackamore Road and County Road 116 (PID 35-119-23-44-0001, 35-119-23-11-0001, 35-119-23-12-0002, 35-119-23-41- 0001 and 35-119-23-43-0001) (City File 20-017). The applicant has submitted an application for development of 549 homes on the 273.57-acre site. The Council reviewed an EAW and Concept plan for the site earlier this year. The project includes a mix of single-family, villa, twinhome and townhome units. The phasing plan shows development in 8 phases. The application was reviewed by the Parks and Trails Commission on May 21st and a public hearing was held at the Planning Commission on June 4th. City Council approved the request on June 25th. 24. Tabor Request for Metropolitan Agricultural Preserve Initiation of Expiration for 42.09 acres of land at 19450 Gleason Road (PID 36-119-23-12-0001) (City file 20-018). The landowner is requesting expiration of the Agricultural Preserve designation effective immediately as allowed under the 2019 changes to Minnesota Statute. This item was approved at the May 28th Council meeting. 25. *Conditional Use Permit and Variance for the Tom Spanier property located at 10580 Cain Road (PID 02-119-23-23-004) (city file no. 20-019) (City File 20-019). The applicant has requested approval of a conditional use permit and variance for an accessory building. This project was reviewed and approved in 2015 and was never built. The approvals expired after one year on November 23, 2016. The applicant is now ready to move forward with the project and is requesting approval again with no changes. The application was reviewed at a public hearing at the Planning Commission on June 4th and City Council approved the request on June 25th. MEMORANDUM 5 26. *Sign Variance for the Marathon/Tom Thumb at 9350 County Road (PID 07-119-23-43-0004) (City File 20-020). The applicant has submitted a variance application to allow the number of and square footage of freestanding and wall signage to exceed what is allowed by ordinance. The application is was reviewed at the Planning Commission on July 2nd and City Council approved the request on July 23rd. 27. *Final PUD Development Plan, Final Plat and Easement Vacation for “Bellwether 5th Addition” (Outlot A, Bellwether 4th Addition) (city file no. 20-024). Pulte Homes of Minnesota, LLC has submitted a request for approval of a Final Plat and Final PUD plan application for “Bellwether 5th Addition”, a residential development of 46 new single-family homes and one outlot on 18.43 acres of property. The application includes vacation of the existing drainage and utility easement over the outlot. The application was reviewed by the Parks and Trails Commission review on June 18th, Planning Commission on July 2nd and Council approved the request on July 23rd. City of Corcoran 2020 City Council Schedule Agenda Item 13. August 27, 2020 • Active Corcoran Planning Applications • Vollrath Topo and Wetland Waiver • Hochstedler CUP – Accessory Structure • Paulson Farms Final Plat • Concept Plan Update – Cook Lake • Eagle Brook Church • 2021 Draft Budget Update • Closed Session – Southeast Watermain September 10, 2020 • Preliminary Levy • Set Sale Resolution for Bond Refunding – 2012B • Fire Subcommittee Report Work Plan • CARES Act Funding Plan Approval • Bring Your Own Device Policy • Recreational Vehicle Ordinance Update Discussion • Park Building Re-roof September 24, 2020 - Brad off • Employee Recognition – Michelle Friedrich, 5 Years • Active Corcoran Planning Applications • Emery CUP – Accessory Structure • Three Rivers Park District – Diamond Lake Regional Trail Corridor • Corridor Planning Grant Application • PUBLIC HEARING. Nelson Easement Vacation • Nelson Trucking October 8, 2020 • Downtown Utility and Street Improvement Project Closeout • MS4 Annual Public Comment Period October 22, 2020 • Active Corcoran Planning Applications