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2020-09-24 Council Agenda Packet
Corcoran City Council Agenda September 24, 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 a.Employee Recognition – Michelle Friedrich, 5 Years 7.Consent Agenda a.Draft Minutes of September 10, 2020 Council Meeting* b.Financial Claims* c.Conditional Use Permit at 9226 Cain Road* d.Request for Metal Roofs – Park Place Storage* e.Request for Topography Exemption and Wetland Exemption 10110 County Road 116* f.Request for Topography Exemption and Wetland Exemption 8200 County Road 116* g.Stieg Road Realignment – Pay Request 5 & FINAL* h.Community Service Officer Job Description* 8.Planning Business – Public Comment Opportunity a.Petition for EAW* b.Site Plan, Conditional Use Permit and Preliminary Plat for Eagle Brook Church (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 20-023)* c.Nelson International Conditional Use Permit, Site Plan, and Variance for the property at 10409 County Road 101 (City File 20-022)* 9.Unfinished Business – Public Comment Opportunity 10.New Business – Public Comment Opportunity a.Job Offer – Planner* 11.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 12.2020 City Council Schedule* 13.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: 833 6599 5414 Press *9 to speak during the Public Comment Sections in the meeting. Video Instructions Click this link: https://us02web.zoom.us/j/83365995414 OR visit www.zoom.us and enter Meeting ID: 833 6599 5414 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: September 24, 2020 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the September 24th Council meeting are as follows: • Planning Commission: Dean Vehrenkamp; Dean Jacobs • Parks and Trails Commission: Sharon Meister Financial/Budget: N/A Options: N/A Recommendation N/A Council Action: N/A Attachments: N/A CITY OF CORCORAN City Council Meeting Minutes September 10, 2020 - 7:00 pm The Corcoran City Council met on September 10, 2020, in Corcoran, Minnesota. Pursuant to Minnesota Statute Section 13D.021 and due to the COVID-19 pandemic, the City Council meeting was held remotely through electronic means using the audio and video conferencing platform Zoom. 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 was present via telephonic or other electronic means. Director of Public Safety Gottschalk was excused. 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. 3.Agenda Approval City Administrator Martens noted public comment opportunity sections. MOTION: made by Bottema, seconded by Schultz to approve the agenda as presented. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) 4.Commission Representatives Mayor Thomas noted Planning Commission Chair Vehrenkamp and Parks and Trails Commissioner Christenson were present through telephonic or other electronic means. 5.Open Forum (Public Comment Opportunity) Mayor Thomas invited residents to communicate telephonically during the Open Forum discussion. 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 smartphone or computer. Sarah Nichols, 6334 Steeple Chase Lane, requested direction from Council for a public comment she would like to submit on September 24, and would like Council approval to utilize power point slides within her public comment. Ms. Nichols noted her public comment with the slides on September 24 would remain within 5 minutes of individual public comment decorum and requested the slides be included within the Zoom meeting presentation for residents to view. Council granted the request reflecting on the typical process. Council requested Ms. Nichols adhere to the Council meeting schedule due date for the slide submission. City Administrator Martens stated staff would correspond with Ms. Nichols regarding the slide submission. 6.Presentations/Recognitions No presentations or recognitions were heard. 7.Consent Agenda a.Draft Minutes of August 27, 2020 Council Meeting b.Financial Claims c.Resolution 2020-68 Police Officer Declaration of PERA Contributions Clayton Decker d.Fee Schedule Amendment e.Resolution 2020-69 Authorizing the Towards Zero Deaths Grant Agreement f.CSAH 101 & Stieg Road Turn Lane Improvements – Pay Request 2 MOTION: made by Schultz, seconded by Lother to approve the consent agenda as presented. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz Agenda Item 7a. 2 (Motion carried 5:0) 8. Planning Business No Planning Business was discussed. 9. Unfinished Business No Planning Business was discussed. 10. New Business (Public Comment Opportunity) Mayor Thomas noted each of the items to be discussed by Council under New Business and invited residents to communicate telephonically prior to New Business Council discussions. Administrative Services Director Beise explained the process for residents to participate in the meeting. No residents participated in the public comment opportunity. a. 2021 Preliminary Levy City Administrator Martens noted the calendar schedule for adoption of 2021 preliminary levy by Council, the proposed levy, the projected tax rate reduction from the prior year, projected impacts, and average cost per month for City government services of approximately $131. City Administrator Martens reviewed revenue and expenditures, noting the downward trend of City revenue generated by property taxes, and noted expenditure percentages within each department. City Administrator Martens reviewed the additions and enhancements to City services and additional investment in capital improvement plan fund. Council discussed the capital improvement plan fund and the importance of the fund within the budget and asked for a brief summary of the fund. City Administrator Martens explained the capital improvement fund began in 2014 and operates on a 5- year financial plan of projected city needs; sets funds aside for purchases such as fleet which is usually reserved for items with expenditures more than $5,000; allows for reduction in borrowing needs and is a planful approach to managing fleet and large expenditures for the City. Council and staff discussed the City’s budget in comparison to other similar sized communities and the differences in amenities in similar sized communities. Council discussed the City’s decreasing tax rate in comparison to other cities and counties that are continuing to increase tax rates. Council noted directive has been to lower the tax rate and noted Council has achieved this goal over the last several years. Council requested a breakdown by property category to see the split between commercial and residential and non-residential. MOTION: made by Bottema, seconded by Anderson to approve Resolution 2020-68 Adopting Preliminary Proposed Tax Levy Collectible in 2021 in the amount of $5,054,460. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) b. 2021 Proposed Levies and Taxes Insert City Administrator Martens noted the insert and cost is consistent with what has been provided to Hennepin County in past years to include with the annual proposed property taxes for 2021. Council discussed the information provided to residents with the insert. MOTION: made by Schultz, seconded by Lother to authorize staff to include the City of Corcoran insert with the Hennepin County property tax mailing with an associated cost of $900. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) c. CARES Act Fund Use Plan City Administrator Martens outlined the funds received by the CARE Acts fund allocation in the amount of $439,309 and the funding requirements and the proposed allocation plan. City Administrator Martens outlined the proposed plan allocation of $368,587 including technology, public safety staffing and FEMA gaps, furniture, masks, a fire department contribution, and extending internet to the public works facility. City Administrator Martens also noted additional upgrades include touchless faucets at City Hall not included in the agenda packet materials that were presented. City Administrator Martens indicated the remaining CARES Act fund balance potentially could be utilized for declined FEMA reimbursements, and allow an opportunity to react to other 3 needs prior to the November 15. Council and staff discussed the $55,000 estimate on internet infrastructure and if the cable to the facility will benefit the community. Council inquired about the Loretto Fire Department costs and the process of passing the cost through the City. City Administrator Martens indicated the CARES Act Fund allows the City to pass allocated funds to other organizations with eligible uses through Council Resolution. Council and staff discussed notification date for FEMA reimbursement before the CARES Act Funds due date of November 15, 2020. MOTION: made by Lother, seconded by Bottema to authorize staff to utilize CARES Act Funds as presented. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) d. Park Building Roof Repair Public Works Director Mattson outlined the roof repairs necessary for the 40-year old warming house park building and the quotes received. Public Works Director Mattson noted a 5-year warranty included with the recommended quote. Public Works Director Mattson indicated Public Works is not able to repair the building with temporary fixes. Public Works Director Mattson noted significant water damage penetrating the building due to the dilapidated roof created safety concerns with an electrical short in the garage opener and two furnaces. Public Works Director Mattson stated the repair an unbudgeted item resulting in a $10,000 overage but can accommodated within the overall budget. Public Works Director Mattson noted the repair will extend the facility life five or more years and would align with City decisions in park planning. Council and staff discussed potential mold issues within the building as a safety issue. Council inquired when phasing for this type of building is included in the concept park planning. City Administrator Martens indicated it would be phase two. Public Works Director Mattson indicated the repair would allow the City to continue to utilize the building until a new building is planned for in phase two of park planning. Council discussed the repair cost of the roof versus the value of the building and how the internal building structure is cared for in the future. Council discussed possible community groups assisting with maintenance or revamping of the park building. Council acknowledged spending staff time on future maintenance f or the park building, including small upgrades for lighting and paint to manage the building in the interim. Public Works Director Mattson emphasized the roof would be the initial step in maintaining the park building. Council noted the request by Council for staff to spend some time on maintenance on the park building after the installation of the new roof. MOTION: made by Schultz, seconded by Bottema to authorize staff to repair the park building roof in the amount of $11,621. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) 11. Staff Reports a. Pandemic Response Update City Administrator Martens noted the City Hall current hours, the discussion of the CARES Act Funding, noted the Council Chamber technology update as a high priority, and transitioning the current Emergency Operations Center into a virtual emergency operations center to allow Council Chamber to resume normal functions. City Administrator Martens updated Council on in-person absentee voting, with absentee voting beginning on Friday, September 18, with City Hall hours resuming 8:00 am – 4:00 pm. 12. 2020 City Council Schedule City Administrator Martens outlined the upcoming Council schedule with Eagle Brook Church and Nelson Trucking. City Administrator requested the September 24 residential district standards work session be postponed to October 22 due to staff resources being consumed and has not allowed staff to fully prepare for the September 24 work session meeting. Council discussed a work session and issues relating to discussing items at the work session and then later voting on items related in Council meeting immediately following the work session. Council discussed alternate date options. 4 MOTION: made by Lother, seconded by Anderson to reschedule the September 24 work session to October 22, 2020. Councilor Schultz noted he will not be in attendance on October 22. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) 14. Adjournment MOTION: made by Bottema, seconded by Schultz to adjourn. Voting Aye by Roll Call Vote: Thomas, Bottema, Anderson, Lother, and Schultz (Motion carried 5:0) Meeting adjourned at 7:55 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item 7b. Council Meeting Date: 9/24/2020FINANCIALCLAIMSPreparedBy: jrotz CHECKRANGE FUND #500 ESCROW CLAIMSAgendaItem: 7b. Paid toAmountProject name 500-20436$104.25LANDFORM - Pulte Bellwether 2nd Addition Final Plat and PUD 19-001 500-20471$69.50LANDFORM - St. Therese Sketch Plan 19-006 500-20454$69.50LANDFORM - Applewood Pointe Sketch Plan 19-007 500-20436$104.25LANDFORM - Pulte Bellwether 3rd FP 19-017 500-20479$34.75LANDFORM - Savoie Minor Subd 19-021 500-20332$139.00LANDFORM - Tavera RZ, PUD and PP 20-017 500-20482$1,967.25LANDFORM - Nelson Trucking CUP, SP, VAR 20-022 500-20487$2,119.75LANDFORM - Eagle Brook Church PP, SP and CUP 20-023 500-20436$837.25LANDFORM - Bellwether 5th FP and Final PUD 20-024 500-20499$484.25LANDFORM - Hochstedler CUP 20-025 500-20202$593.50LANDFORM - Emery Accessory Building CUP 20-026 500-20489$2,962.50LANDFORM - Paulsen Farms FP 20-027 500-20488$312.75LANDFORM - Rush Creek Reserve FP and FPUD 20-030 500-20430$569.75LANDFORM - Bass Lake Crossing FP, FPUD and DA 17-022 500-20459$69.50LANDFORM - Refuge of Rush Creek FP 18-028 500-20430$63.75LANDFORM - Bass Lake Crossing 2nd FP, FPUD 18-035 500-20376$208.50LANDFORM - PARK PLACE STORAGE 16-027 500-20204$210.00WENCK - Pavement Management and CIP 500-20480$270.00WENCK - Nelson WCA 500-20487$135.00WENCK - Eagle Brook Church WCA 500-20332$3,019.50WENCK - Lennar Tavera WCA 500-20360$583.50WENCK - Schendel WCA 500-20206$607.50WENCK - St. Thomas WCA 500-20207$180.00WENCK - Paumen WCA 500-20491$49.50WENCK - Paulsen Farms Grading Inspection 500-20335$4,976.73WENCK - LENNAR - ENGINEERING 500-20376$36.80WENCK - PARK PLACE STORAGE 500-20438$333.82WENCK - Bass Lake Crossing M/I Home 17-012 Engineering 500-20423$710.72WENCK - Bass Lake Estates Sketch PUD 17-015 500-20423$71.40WENCK - Cold Storage Crossings 500-20474$186.32WENCK - ComLink Midwest CUP 19-011 500-20497$52.50WENCK - Kariniemi PP 20-016 500-20436$6,893.10WENCK - Pulte Encore - PUD Skch 17-029 500-20471$1,244.50WENCK - St. Therese Sketch Plan 19-006 500-20332$3,866.00WENCK - Wessel Project Offsite Utilities 500-20487$960.00WENCK - Eagle Brook Church #20-013 500-20488$808.40WENCK - Sawgrass PUD Concept 20-012 500-20491$4,449.50WENCK - Paulsen Farms OSP 500-20332$1,317.50WENCK - Lennar Tavera Development 500-20482$4,222.40WENCK - Nelson Sketch Plan 19-023 500-20488$786.50WENCK - Rush Creek Reserve 500-20390$782.23WRIGHT HENNEPIN - Ravinia Street Lights 500-20420$264.29WRIGHT HENNEPIN - Bass Lake Crossing Street Lights 500-20436$45.51WRIGHT HENNEPIN - Pulte Bellwether Street Lights Total 47,773.22 Total Fund #500 = 47,773.22 See attached Payments Detail) ALL OTHER FINANCIAL CLAIMSAgendaItem:7b.$ 239,341.95$ 287,115.17Total Checks See attached Check Detail Register) Total of Auto Deductions 86,588.08 TOTAL EXPENDITURES FOR APPROVAL$ 373,703.25 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 9/8/2020Zoom.us$ 16.11Remote meeting license 9/17/2020Brush Masters Inc 763-478-3232$ 632.20PD building maintenance 9/17/2020Deluxe for Small Business$ 351.22City Hall office supplies 9/4/2020ACH FILE FEE$ 15.00Automatic sewer/water payment ACH fee 9/10/2020ADP Wage Garnishment$ 513.97Garnishment 9/10/2020REVTRAK SV9T$ 963.83Credit Card Fees for August 9/10/2020SUN LIFE$ 2,144.43SunLife Life Insurance, STD, and LTD 9/10/2020SUN LIFE$ 2,144.43SunLife Life Insurance, STD, and LTD 9/10/2020SUN LIFE$ 2,145.77SunLife Life Insurance, STD, and LTD 9/10/2020Payroll Taxes$ 17,352.92payroll taxes 9/10/2020Net Payroll PP19$ 46,706.15Net payroll PP19 9/17/2020Payroll Taxes$ 13.55payroll taxes 9/17/2020MN PERA, PERA$ 13,080.53Pension plan 9/17/2020US Bank Equipment Finance$ 317.00Copier Lease 9/17/2020MN DEPT OF REVEN, MN Rev pay$ 42.18Monthly fuel tax 9/17/2020Net Payroll PP19$ 148.79Net payroll PP19 Total 86,588.08 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\CouncilClaims\\2020ClaimsWorkbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-43100-321TelephoneE425-43100-530ImprovementsOtherThanBldgsE202-42100-213PoliceK9E100-45200-210OperatingSupplies (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E100-43100-212MotorFuelsE100-42100-212MotorFuelsE100-41941-300ProfessionalSrvs (GENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E 100-43100-210 Operating Supplies (GENERAL)Total ADAMSPESTCONTROL, INC.TotalBLUEPEARLVETERINARYTotal BEAUDRYOILCOMPANY TotalBURDASTOWINGTotal C.S.MCCROSSANTotal CENTURYLINKTotal ACMETOOLSACMETOOLSC.S.MCCROSSANBURDASTOWINGBLUEPEARLVETERINARYBIFFSINC.BEAUDRYOILCOMPANYADP, LLCADAMSPESTCONTROL, INC.Total BIFFSINC.Total ADP, LLC$48,875.95$1,466.02$110.00$121.33$116.94$271.70$222.50$160.00$806.39$247.71$247.25$252.50$269.00$34.99$46.73$24.10$75.00$54.44$92.7079180024061020819406102081440610208034061020778090820PAY5203619W781699W78169816614231661423564199408316897779245887921583SUPPLIESPUBLICWORKSFLOOR MATS - POLICEUNIFORMSLANDLINE/FIREMONITORING-9100763-498-7515StiegRoadRealignment 100% CompleteCorcoranPDSquadRepairK9VETTREATMENTPortable Toilets - CommunityParkPortable Toilets - RaviniaParkGASOLINEWORKFORCENOWPAYROLLSOLUTIONSBUNDLEWORKFORCENOWPAYROLLSOLUTIONSBUNDLEWORKFORCENOWPAYROLLSOLUTIONSBUNDLEPESTCONTROLSUPPLIESSUPPLIES09/18/2011:17AMCITYOFCORCORAN48,875.95$1,466.02$413.99$271.70$382.50$860.83$747.46$92.70$75. 00 Page 1 Check Detail Register© September 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-42100-223BuildingRepairSuppliesG500-20332LennarTaveraDevelopmentE100-41910-300ProfessionalSrvs (GENERAL)E100-41920-300ProfessionalSrvs (GENERAL)G500-20479SavoieMinorSubd19-021G500-20436PulteEncore - PUDSkch17-029G500-20454EdgewaterCorcoranSkch18-018G500-20471St. ThereseSketchPlan19-006G500-20430BassLkCrossFP, FPUD, 17-022G500-20376ParkPlaceStorageE100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE100-41941-201Postage/ShippingE100-43100-232GravelE100-43100-220Repair/MaintSupply (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-42100-321 TelephoneE 100-41941-321 TelephoneE 100-41941-210 Operating Supplies (GENERAL)Total COMPUTERINTEGRATIONTECHTotal CULLIGANBOTTLEDWATERTotal HENNCOSHERIFF-MC131Total FPMAILINGSOLUTIONS Total COMCAST-INTERNETTotal DIAMONDMOWERSTotal FEHNCOMPANIESTotal CINTAS - 470COMCAST-INTERNETLANDFORMHENN COSHERIFF-MC131FPMAILINGSOLUTIONSFEHN COMPANIESDIAMOND MOWERSCULLIGAN BOTTLED WATERCOMPUTER INTEGRATION TECH$4,215.00$5,023.25$1,331.49$121.33$139.00$200.00$104.25$104.25$569.75$208.50$206.91$128.85$318.01$172.69$595.00$139.18$139.17$35.76$34.75$69.50$69.50$63.75$69.5 0$86.90406180426130868308683086830867308673086730867308673086630866308653086410001538451000153778RI10460475055130184502-IN2981862980310911200911204061804367FLOOR MATS - POLICETavera RZ, PUDandPP20-017CityMeetingsCodeEnforcementSavoieMinorSubd19-021PulteBellwether3rdFP19-017ApplewoodPointeSketchPlan19-007St. ThereseSketchPlan19-006PulteBellwether2ndAdditionFinalPlatandPUD19-001BassLakeCrossing2nd FP, FPUD18-035RefugeofRushCreekFP18-028BassLakeCrossing FP, FPUDandDA17-022PARKPLACESTORAGE16-027RadioFeesRadioFeesQTRLYMAILMETERGRAVELSUPPLIESOFFICEWATERITMANAGED SERVICE - MTHITMANAGED SERVICE - MTHPDINTERNETCITYHALLINTERNETCITYHALL09/18/2011:17AMCITYOFCORCORAN4,810.00$1,538.40$466.19$128.85$318.01$172.69$278.35$86. 90 Page 2 Check Detail Register© September 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid G500-20482NelsonSketchPlan19-023E100-42100-300ProfessionalSrvs (GENERAL)E100-43100-220Repair/MaintSupplyGENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E602-49450-310OtherProfessionalServicesE602-49450-312MCESSewageTreatmentE100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-41300-210OperatingSupplies (GENERAL)E100-41600-300ProfessionalSrvs (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20488RushCreekReserveE100-41910-300ProfessionalSrvs (GENERAL)G500-20489 PaulsenFarmOSPPP20-011G500-20202 EmeryAccessory BLDCUP20-026G500-20499 Hochstedler CUP20-025G500-20436 PulteEncore - PUDSkch17-029G500-20487 EagleBrookChurch #20-013Total MINNESOTA OCCUPATIONAL HEALTHTotal MADDEN, GALANTER, HANSENLLPTotal METROPOLITAN COUNCILENVIROTotal METROPOLITAN COUNCIL MCESTotal MENARDS MAPLEGROVE Total MILLERCHEVROLETTotal LENBUSCHROSESTotal MARTENS, BRADTotal LANDFORMLENBUSCHROSESNAPAAUTOPARTS - CORCORANMINNESOTA OCCUPATIONAL HEALTHMILLERCHEVROLETMETROPOLITAN COUNCILMCESMETROPOLITANCOUNCILENVIROMENARDSMAPLEGROVEMARTENS, BRADMADDEN, GALANTER, HANSENLLP$74,301.50$1,967.25$3,882.84$1,462.00$4,289.00$2,962.50$2,119.75$837.25$130.00$465.73$545.17$279.14$104.25$312.75$257.00$593.50$484.25$12.00$50.00($2.53)$6.35$1.2630868348121CVW166958CVCS64878509182000011138897125370713 7065570651091720JUL20308683086830868308683086830868308683086830868Nelson Trucking CUP, SP, VAR 20-022HEPATITISB2-DOSE VACCINEREPAIR PARTSREPAIR PARTSSAC ACTIVITYMATERIAL TREATMENTSUPPLIESSUPPLIESSU PPLIESSUPPLIESCELL PHONELEGAL FEESSUPPLIESCorcoran PlanningPorterSolarCof C 20-031Yard Homes MNCHOL 20-029Paulsen Farms FP 20-027Emery Accessory Building CUP 20-026Hochstedler CUP 20-025Bellwether 5th FP and Final PUD 20-024Eagle Brook ChurchPP, SP and CUP 20-02309/18/2011:17 AM CITYOFCORCORAN20,583.50$74,301.50$1,462.00$1,010.90$3,882.84$284.22$130.00$12.00$ 50.00 Page 3 Check Detail Register© September 2020 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-220Repair/MaintSupply (GENERAL)E100-41920-219Covid-19CoronavirusE100-41400-219Covid-19CoronavirusE100-41951-210OperatingSupplies (GENERAL)E100-42100-321TelephoneE100-42100-323RadioUnitsE100-43100-220Repair/MaintSupply (GENERAL)E100-41941-400Repairs & MaintCont (GENERAL)G100-21707UnionDuesE100-42100-208TrainingandInstructionR100-41900-33631CARESACTE100-41130-351NewsletterExpensesE100-41941-200OfficeSupplies (GENERAL)E100-41941-200OfficeSupplies (GENERAL)E309-47000-610InterestE309-47000-600DebtSrvPrincipal (GENERAL)E100-41900-300ProfessionalSrvs (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220 Repair/MaintSupply (GENERAL)Total STREICHERSPOLICEEQUIPMENTTotal NAPAAUTOPARTS - CORCORANTotal NORTHLAND TRUSTSERVICES Total TEAMSTERLOCAL320Total TURFMAKER CORP.Total OFFICEDEPOTTotalPOSTMASTERNORTHLANDTRUSTSERVICESVERIZONWIRELESSTURFMAKERCORP.TEGRETETEAMSTERLOCAL320STREICHERSPOLICEEQUIPMENTPREVOLVPOSTMASTEROFFICE DEPOTTotal PREVOLVTotal TEGRETE$40,000.00$1,137.50$8,440.85$1,350.00$228.64$179.00$506.20$320.09$390.32$380.00$400.68$119.50$495.00$483.49($66.66)$34.39$44.75$40.01$11.37$99.73$4.36$5.583065649857473632-9857473632-9857473632-9857473632-9857473632-2016-529592147SEP20I1449743998085091820122233170001122215175001CORCO12A11CORCO12A11AGENTFEE1309361308399308347308266308246SUPPLIESCovid-19CoronavirusCovid-19CoronavirusCodeEnforcementIpadCELLSERVICEAGITATOR/PUMPBELTMONTHLYCITYHALLCLEANINGUNIONDUES/TLDFSUPPLIESSQUADROOMWORKSTATIONS 50% DEPOSITWINTER/FALL2020NEWSLETTEROFFICESUPPLIESOFFICESUPPLIESCORCO12ACORCO12AAGENTFEESUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIES09/18/2011:17AMCITYOFCORCORAN41,632.50$1,350.00$8,440.85$689.80$390.32$380.00$400.68$119.50$111. 10 Page 4 Check Detail Register© September 2020 Check Unpaid E100-45200-219Covid-19CoronavirusG500-20332LennarTaveraDevelopmentE425-43100-530ImprovementsOtherThanBldgsE425-43100-530ImprovementsOtherThanBldgsG500-20471St. ThereseSketchPlan19-006E427-43100-530ImprovementsOtherThanBldgsG500-20436PulteEncore - PUDSkch17-029G500-20497KariniemiPP20-016G500-20423BassLakeEstSkchPUD17-015G500-20423BassLakeEstSkchPUD17-015G500-20438BassLkCRM/IHomeEngineeringG500-20376ParkPlaceStorageE427-43100-530ImprovementsOtherThanBldgsG500-20335LennarEngPlanReview/ModificG500-20491PaulsenFarmsOSPE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesG500-20207PaumenPropertyWCAG500-20206St. ThomasChurchWCAG500-20360SchendelProperty14-027G500-20332LennarTaveraDevelopmentG500-20480NelsonWetlandReviewE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesE100-43170-300ProfessionalSrvs (GENERAL)E100-45200-219Covid-19CoronavirusE100-41920-219Covid-19CoronavirusE100-41400-219Covid-19CoronavirusE100-41951-210OperatingSupplies (GENERAL)E100-42100-321TelephoneE100-42100-323RadioUnitsE100-45200-219Covid-19CoronavirusE100-41920-219Covid-19CoronavirusE100-41400-219Covid-19CoronavirusE100-41951-210OperatingSupplies (GENERAL)E100-42100-321 TelephoneE100-42100-323 RadioUnits Total VERIZON WIRELESSWENCK ASSOCIATES, INC.$11,469.00$1,587.00$3,866.00$1,104.25$1,244.50$1,122.00$6,893.10$4,976.73$1,417.77$1,417.77$7,200.00$3,019.50$1335.00$2,561.60$320.09$960.00$256.00$186.32$710.72$333.82$180.00$607.50$583.50$135.00$270.00$210.00$446.90$243.00$166.84$475.36$384.57$181.72$512.19$49.75$52.50$71.40$36.80$49.50$46.71$41.71$40.01$50.43$45.43$40.019857473632-0910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910200910209861589384986158938498615893849861589384986158938498615893849859528356-9859528356-9859528356-9859528356-9859528356-9859528356-Covid-19CoronavirusEagle BrookChurch #20-013WesselProjectOffsiteUtilitiesCSAH101andStiegRoadTurnLanesStiegRoadDesignandConstructionSt. ThereseSketchPlan19-006CSAH116andGleasonParkwayTurn LanesPulteEncore - PUDSkch17-029KariniemiPP20-016ComLinkMidwestCUP19-011BassLakeEstatesSketchPUD17-015BassLakeCrossingM/IHome17-012EngineeringPARKPLACESTORAGE66thStreetDesign andConstructionLENNARENGINEERINGPaulsenFarmsGradingInspectionInspectionsInspectionsNEWaterSupplyPaumenWCASt. ThomasWCASchendelWCALennarTaveraWCANelsonWCAWCA LGUStormWater - EngineeringPavementManagementandCIPTransportation2020SECORCORANTRUNKWATERMAINGeneralEngServicesCovid-19CoronavirusCovid-19CoronavirusCovid-19CoronavirusCodeEnforcementIpadCELLSERVICERADIOUNITSCovid-19CoronavirusCovid-19CoronavirusCovid-19CoronavirusCodeEnforcementIpadCELLSERVICERADIOUNITS09/18/2011:17 AM CITYOFCORCORAN3, 444.87 Page 5 Check Detail Register© September 2020 UnpaidUnpaid G500-20488RushCreekReserveG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsE100-43100-220Repair/MaintSupply (GENERAL)G500-20488 Rush Creek ReserveG 500-20482 Nelson Sketch Plan 19-023G500-20332 Lennar Tavera DevelopmentG 500-20491 Paulsen Farms OSPTotal WESTSIDE WHOLESALE TIRETotal WENCK ASSOCIATES, INC. WESTSIDE WHOLESALE TIREWRIGHT HENNEPIN COOP ELECT$4,450.00$4,222.40$1,317.50$808.40$786.50$9600$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$31.04$15.17$15.17$15.17$15.17$15.17$15.17$15.88$15.88$15.88$15.88$15.88$15.88$15.88$15.88$15.17$15.8809102009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162 0091620091620091620091620091620866723091020091020091020091020SawgrassPUD Concept20-012FIRLN/74TH AVE: 150-1693-7075FIRLNN: 150-1693-7074FIRLN/75TH AVE: 150-1693-707219399 Primrose:150-1693-573219343 Annabelle: 150-1693-572619367 Annabelle: 150-1693-5724Bridle/66th Ave: 150-1692-837466TH/CEDAR: 150-1692-83736398 Larkspur: 150-1692-09086485 Larkspur: 150-1692-090719065 Galloway: 150-1691-808219130 Galloway: 150-1691-80806657 Bridle: 150-1691-80796681 Bridle: 150-1691-80666675 Carriage: 150-1691-806419301 Annabelle: 150-1691-8063Elderberry Ct: 150-1691-0178Bridle Path: 150-1691-0177Prairie/Bridle: 150-1691-01746471 Carriage: 150-1691-0155Bridle Path: 150-1690-5146PaddockLn150-1690-5137Bridle/Paddock: 150-1690-5135SERVICERushCreek ReserveNelson SketchPlan19-023Lennar Tavera DevelopmentPaulsen FarmsOSP09/18/2011:17AMCITYOFCORCORAN66,131.98$96. 00 Page 6 Check Detail Register© September 2020 Check Unpaid G500-20420BassLakeCrossMIHome17-012E100-43100-381Street/SignalLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncorePUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012TotalWRIGHTHENNEPINCOOPELECT Total XCEL ENERGYXCEL ENERGY$133.04$24.16$12.13$12.13$12.13$12.13$12.13$12.13$12.13$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$18.76$15.17$15.1715.17$15.17$15.17$15.17$15.17$15.17$15.17$15.17$24.16$15.17$7.5809162069935745709162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162009162 0091620091620091620091620091620091620091620091620091620091620091620091620091620091620091620FIRLNN/CR10: 150-1693-7076STREET LIGHTING9525CAIN ROADBlackOakLN150-1695-7149BlackOakLN/BlackOakCT150-1695-6371BlackOakCT150-1695-6367CoachHouseLN150-1695-6365AnnabelleCT150-1695-6359AnnabelleLN/BlackOakLN150-1695-6352Coach HouseLN/Annabelle150-1695-6351Coach HouseLN150-1695-635063RDAVEN150-1694-9987LARKSPURLN/63RD150-1694-9986STIEGROAD150-1694-8544STIEGROAD150-1694-8543102ND PLACE/ 103RD AVENUE150-1694-7926STEEPLECHASELN150-1694-7920MEADOWRUECT150-1694-7919SNOWBERRYCT150-1694-7918STEEPLECHASELN150-1694-7917MEADOWRUECT150-1694-7911HICKORYLNN150-1694-689475THAVEN150-1694-689374THAVEN150-1694-6892JACKPINELNN150-1694-689174THPL & MAPLE150-1694-6889WILDFLOWERTRL150-1694-4506WILDFLOWERTRL150-1694-4505SUNFLOWERCOURT150-1694-4503PRIMROSECOURT150-1694-4502ANNABELLELOT5150-1694-0821FIRLN N/LOT #5: 150-1694-008272NDAVEN: 150-1694-0081FIRLNN/72NDN: 150-1694-0080FIRLN N/LOT #8: 150-1694-0079FIRLNN: 150-1694-0078FIRLNN/CR10: 150-1694-007674THAVEN: 150-1693-707709/18/2011:17 AM CITYOFCORCORAN1,092.03$133.04 10100 Farmers State Bank$287, 115.17 Page 7 Check Detail Register© September 2020 FundSummary10100FarmersStateBank100GENERALFUND602SEWER601WATER500ESCROWHOLDINGFUND427GLEASON/66THPARKWAYEXTENSION425PULTEENCORE/BELLWETHERPROJEC309D/S-EQUIPMENTCERTS202POLICEDONATIONFUND$45,243.95$79,602.11$47,773.72$12,591.00$50,236.20$41,137.50$1,466.02$9,064.6709/18/20 11:17 AMCITYOFCORCORAN 287,115.17 Page 8 Check Detail Register© September 2020 Check AmtInvoiceComment CityofCorcoran ConsultantSummary 9/24/2020 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform09/11/20 20,583.50 Metro West Inspection Rolf Erickson Enterprises Wenck Associates09/10/20 66,131.98 Total$ 86,715.48 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2020ClaimsWorkbook.xls 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: 7c. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 16, 2020 for the September 24, 2020 City Council Meeting RE: Conditional Use Permit to allow a new Accessory Building exceeding the maximum size allowed at 9226 Cain Road (PID 14-119-23-22-0004) (City File No. 20-026) 60-DAY REVIEW DEADLINE:October 5, 2020 1.Application Request The applicant has requested approval of a conditional use permit to allow a 1,778 sq. ft. detached accessory building with 10-foot high sidewalls on this 20.28-acre site. A conditional use permit is required to allow a total of 5,263 sq. ft. of accessory building where 3,969 sq. ft. is the maximum area allowed in the Rural Residential zoning district. 2.Planning Commission Meeting The Planning Commission reviewed this item at a Public Hearing on September 3rd. Other than the applicant, there was no one present to speak on this item. The Commission voted 4-0 to recommend approval. 3.Context Zoning and Land Use The property is guided Rural/Ag Residential on the Future Land Use Map and is zoned Rural Residential (RR). The property is located outside the Metropolitan Urban Service Area (MUSA). Surrounding Properties The surrounding properties are also guided Rural/Ag Residential and zoned Rural Residential. Natural Characteristics of the Site The Natural Resource Inventory Map identifies two streams and a wet prairie on the site. The Parks and Trails map shows the east portion of the site in a Greenway Corridor and an on-road trail on Cain Road and on a possible future extension of 93rd Avenue. The site has a number of natural resources identified by Hennepin County including a number of probable and potential wetlands on the eastern 2/3 of the site and the northwest portion of the site. There is also a stream (unnamed creek HENN_9251) in the northwest portion of the site that is subject Emery CUP for Accessory Building (20-026) 2 September 24, 2020 to DNR buffer protection (a 50-foot buffer is required) and a stream on the east side of the site. No impacts are proposed. The 2040 Roadway Functional Classification Map shows Cain Road as a Minor Collector and shows a possible future extension of 93rd Avenue (a minor collector) from Cain Road to County Road 116. If this street extension were constructed in the future, it could impact this property. 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 home and six accessory buildings (which total 3,485 sq. ft. of accessory building area). The applicant indicates that some of the accessory buildings may be removed in the future but no removal is proposed with this application. The applicant would remove existing trees where the new structure will be located and is not proposing any new landscaping with this project. The property is 20.28 acres and is permitted 19 animal units. The building has a door with a covered porch and two standard garage doors on the elevation facing northeast toward the home and a single window on the southeast elevation. The applicant is proposing a new 1,680 sq. ft. accessory building with a 98 sq. ft. porch/overhang (1,778 sq. ft. total) primarily for storage of vehicles and recreational equipment. Section 1030.020, Subd. 4(G) of the Zoning Ordinance allows the landowner to request a CUP to exceed the limitations for building area on an accessory building if the following conditions are met: 1. The proposed use shall be in conformance with all City regulations. The building is located in the front yard, but complies with all setback requirements. However, staff notes that the survey shows a front yard setback of 148 feet measured from the centerline of Cain Road. The Zoning Ordinance requires the setback to be measured from the edge of street easement line. This reduces the front setback to 115 feet, which is well above the minimum 50-foot setback requirement. The building is planned with steel roof and siding. The height of the wainscoting is not dimensioned on the plans, but staff estimates it at three feet high. The building has 2-foot overhangs and eaves, which meets the Zoning Ordinance standards. The renderings show a white building with tan roof and wainscoting to match the house. Emery CUP for Accessory Building (20-026) 3 September 24, 2020 Section 1060.050, Subd. 1(D) allows metal siding and roofing via a Certificate of Compliance if it meets the standards adopted by the Minnesota State Building Code and has been treated with a factory applied color coating system against any fading or degradation. The materials proposed by the applicant meet these standards. 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 survey has been provided showing the existing structures, but the survey does not show the wetlands or streams on site. The City typically requires these items to be shown on the survey; however, it does not appear that the proposed structure will impact these areas and staff is comfortable with the survey as proposed. However, grading plan details will be required as outlined in the City Engineer’s memo. 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 maintains the rural character in this portion of the City. No public improvements are needed to support the project. 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 not be detrimental to or endanger the public health, safety, morals or comfort of the community. The additional building will allow for inside storage of materials that are currently stored outside and will comply with the building standards in the Zoning Ordinance. 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 property is surrounded by other large residential lots, many of which have multiple or large accessory buildings. 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 district. Emery CUP for Accessory Building (20-026) 4 September 24, 2020 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 typical for a rural residential property in Corcoran and is developed in a manner similar to surrounding properties. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No additional 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 building materials standards in Section 1030.020 and 1060.050 have been met. 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 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 resolution. 6. Recommendation Move to adopt Resolution 2020-70 approving the conditional use permit for an accessory building. Attachments a. Resolution 2020-70 approving Conditional Use Permit b. Site Location Map c. Parks and Trails Map d. Engineer’s memo dated August 27, 2020 e. Applicant’s Narrative dated July 14, 2020 f. Survey received August 6, 2020 g. Building plans received August 6, 2020 City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-70 Page 1 of 4 Motion By: Seconded By: APPROVAL OF A CONDITIONAL USE PERMIT FOR AN ACCESSORY BUILDING AT 9226 CAIN ROAD (PID 14-119-23-22-0004) (CITY FILE NO. 20-026) WHEREAS, Rick Emery is requesting approval of a conditional use permit to allow for the construction of an accessory building exceeding the maximum size allowed by ordinance on property legally described as follows: See Attachment A 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 14, 2020 and additional information submitted on August 6, 2020, except as amended by this resolution. 2. The applicant shall comply with all conditions in the City Engineer’s memo dated August 27, 2020. 3. A conditional use permit is approved to allow for a new 1,778 sq. ft. accessory building, which brings the total accessory building area to 5,263 sq. ft., where the maximum allowable area is 3,969 sq. ft., subject to the following findings: a. The proposed use is in conformance with all City regulations. b. The proposed building complies with the goals of the Comprehensive Plan. The project maintains the rural character in this portion of the City. c. The establishment of the conditional use will not be detrimental to or endanger the public health, safety, morals or comfort of the community. The additional building will allow for inside storage of materials that are currently stored outside and will comply with the building standards in the Zoning Ordinance. d. 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 property is surrounded by other large residential lots, many of which have multiple or large accessory buildings. e. 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 September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-70 Page 2 of 4 district. The building is typical for a rural residential property in Corcoran and is developed in a manner similar to surrounding properties. f. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No public facilities are required. g. The conditional use conforms to the applicable regulations of the Rural Residential District. h. 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. i. The building material standards in Section 1030.020 and 1060.050 of the Zoning Ordinance have been met. 4. A certificate of compliance to allow metal roof and siding on this accessory building addition is also approved as part of the CUP. 5. The building is approved for residential accessory uses only. The property cannot be used for any 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. Nineteen 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. The applicant must provide final building material/color samples for staff review and approval prior to issuance of building permit. 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 September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-70 Page 3 of 4 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-70 Page 4 of 4 ATTACHMENT A That part of the North Half of the Northwest Quarter of the Northeast Quarter of Section 14, Township 119, Range 23, Hennepin County, Minnesota, except road. He nn e pin Cou n ty P ro perty Ma p Da te : 8/2 6/20 20 Comm en ts: 1 inc h = 8 00 fee t PAR CEL ID: 14 119 23 220 00 4 OWN ER N AME: R ick D & K ay A Em ery PAR CEL AD DRESS: 9 226 C ain R d, Co rc or an MN 553 40 PAR CEL AR EA: 19 .78 ac r es , 86 1,65 8 sq ft A-T-B: Ab stra ct SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESSED 20 19 , PAYABLE 202 0 PROPERT Y TYPE: R es iden t ial H OM ESTEAD : H ome ste ad M AR KET VAL UE: $50 7,00 0 TAX TO TAL: $7 ,4 52.3 8 ASSESSED 20 20 , PAYABLE 202 1 PRO PER TY TYPE: R eside ntial HO MESTEAD: Ho meste ad MARKET VALU E: $5 28 ,0 00 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 0 City of GreenfieldCityofMapleGroveCity of MedinaCity of Rogers%TrailheadMorinLakeScottLakeJubertLakeCookLake456710456750456719456730County Road 116Oakdale DrBridlePathJ e f f r e y L n AbileneLnTrail LnHuntersRdg County Road 30HeatherLnPioneer TrlTrailHavenRdCounty Road 10Horseshoe TrlRobert LnH o r s e s h o e Bend D rCountyRoad50Larsen RdGleasonPkwyWillow DrHunterRdCounty Road 19EStHomestead TrlMaple Hill RdCain RdRolling Hills RdS u n d a n c e RdCountryRd Mohawk DrElmStLarkin RdFoxline DrStrehler RdCainPl65thPlNDassel LnOld Sett le rs RdCountyRoad117Stieg RdBechtold RdKalk RdSchutte RdMeister RdF o x V a ll e y Dr MystiqueDrHageDr93rd Ave NSchuttePlBr a ndyw i ne Rd ChisholmTrlTessmer RdHighBluffLnWinchester TrlJubertLnRushCreekRushCreekCountyDitchNumberSixteenCou n ty DitchNumberThreeSouthForkRushCreekNPNPNPNPNPNPNPASAASAASAASAOSPOSPOSPOSPOSPOSPOSPOSPOSPOSPOSP2040 COMPREHENSIVE PLAN3,000 0 3,0001,500Feet±Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxdDate: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243Map 5-1Parks and Trails PlanExisting Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open SpaceProposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlandsNP79 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 Date: August 27, 2020 Subject: Emery CUP Background The purpose of this memorandum is to provide review comments on the application submitted for the Emery CUP. Grading A grading plan shall be submitted for City review and approval. The grading plan shall include: • Existing and proposed contours • Building elevations • Other related setbacks Wetlands • Proposed work does not require a wetland delineation assuming the grading impacts are above an elevation of 932.0 Escrow • A grading and erosion control escrow in the amount of $1,000 will be required to be submitted with the grading permit 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: 7d. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 16, 2020 for the September 24, 2020 City Council Meeting RE: Request for Metal Roofs at Park Place Storage (city file 16-027) REVIEW DEADLINE: N/A 1.DESCRIPTION OF REQUEST Paul Jorgenson of Park Place Storage is requesting City Council approval to allow them to replace the existing shingle roof on the original storage phase with metal roofs. 2.ANALYSIS: The original Park Place Storage condominiums were approved in 1999. There has been some roof damage from recent storms and the roofs are reaching the end of their lifecycle. The applicant has requested to replace the shingle roofs with metal. Section 1060.050, Subd. 2(C)2 of the City Code requires Council approval of metal roof with a pitch greater than 2:12. The text is as follows: Roof materials. For all non-residential structures roof materials shall be reviewed as part of the site plan. Acceptable roofing materials include asphalt shingles, wood shingles (including shake), concrete, clay or ceramic tile roofs. Metal roofs with a pitch greater than 2:12 shall not be permitted except as provided below: a.Color samples shall be provided for review and approval by the City Council as part of the site plan review. b.Metal roof coverings may be allowed for the above mentioned circumstances, provided the following conditions are met: i.Meet the standards adopted by the Minnesota State Building Code, ii.Have concealed fasteners, iii.Are high quality commercial thickness/weight, iv.Have been treated with a factory applied color coating system against any fading or degradation. Park Place Storage (16-027) 2 September 24, 2020 The materials proposed by the applicant appear to meet all code requirements, but will be required to confirm that concealed fasteners are provided. Staff recommends approval of the request to allow metal roofing. The applicant has indicated that the work will take place in phases. 3. RECOMMENDATION: Move to adopt Resolution 2020-71 approving metal roofs for Park Place Storage. Attachments a. Resolution 2020-71 Approving Metal Roofs b. Site Location Map c. Phasing plan from applicant d. Material Graphics from the applicant City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-71 Page 1 of 1 Motion By: Seconded By: A RESOLUTION TO APPROVE METAL ROOFING FOR PARK PLACE STORAGE CONDOMINIUMS AT 6415 COUNTY ROAD 19 (CITY FILE 16-027) WHEREAS, Paul Jorgenson, on behalf of Park Place Storage Condominiums is requesting approval to allow metal roofing to replace the shingles on the buildings that were part of the 1999 approvals; and WHEREAS, Section 1060.050 of the Zoning Ordinance requires metal roofs with a pitch greater than 2:12 to be approved by the City Council; and WHEREAS, the Corcoran City Council reviewed this item at their meeting on September 24, 2020; and NOW THEREFORE BE IT RESOLVED that the Corcoran City Council approves the metal roofing material based on the following findings and conditions: 1. The applicant shall be required to obtain a permit from the City prior to installation of the new roofing. 2. Prior to issuance of a permit, the applicant must provide the City with detailed information to show compliance with all of the following ordinance standards: a. Meet the standards adopted by the Minnesota State Building Code, b. Have concealed fasteners, c. Are high quality commercial thickness/weight, d. Have been treated with a factory applied color coating system against any fading or degradation. 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services He nn e pin Cou n ty P ro perty Ma p Da te : 9/1 6/20 20 Comm en ts: 1 inc h = 4 00 fee t No r es ult s This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 0 Sherwin-Williams Corporation. 5-18 Do not mix metallic materials, as color may vary from batch to batch. Do not mix metallic materials, as color may vary from batch to batch. Sherwin-Williams Corporation. 5-18 ROL-TEC Systems 8345 267th St West Farmington, MN 55024 952-469-5600 / Fax 952-469-1240 ROL-TEC Systems - Ultralok Standing Seam Roof Panel Product Description Structural Roof panel with 2" profile ranging in widths from 12" to 24". 2” profile offers the options of a flat panel, the utilization of stiffening beads, or the popular fluted striations. The Ultralok Roof Panel can be mechanically seamed in a 45 degree, 90 degree, or the double lock 180 degree seam. This panel is ideal in low slope or architectural applications Product Classification Uplift Class 90 UL Construction Nos. 90,176,180,238,238A, “ULTRALOK”,R18386 Warranty Up To 25 Year Warranty against Material Defects Materials Steel - Galvanized, Galvalume, Prefinished, Painted, or Bare Steel Material Thickness Capability of .021”-.033” Aluminum - Painted, Prefinished, or Bare Aluminum Material Thickness Capability of .027”-.040” Panel Profiles Customized Roof Design On Site Roll Forming - Full Length Panels Eliminate Splices Custom Color Selections & Finishes Custom Coil Substrate Selection to Match Specifications 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: 7e. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 16, 2020 for the September 24, 2020 City Council Meeting RE: Request for Topography Exemption and Wetland Delineation Exemption for property at 10110 CR 116 (PID 12-119-23-22-0001) (city file 20-035) REVIEW DEADLINE: N/A 1.Description of Request This is a City-initiated request for approval of a waiver from the requirement for a topographic survey and wetland delineation for the portion of the site that is not proposed for development as part of the new water supply site. Section 930.020, Subd. 6(B)2 of the City Code allows the City Council to waive the topography requirements for lots greater than 3 acres and the City Council has previously granted exemptions from the wetland delineation requirements. 2.Context Zoning and Land Use The site is guided Existing Residential and zoned RSF-1 (Single Family Residential 1). Surrounding Properties The surrounding properties are guided Existing Residential and zoned UR (Urban Reserve). The property to the southwest across CR 116 is guided Mixed Use and zoned GMU (General Mixed Use). 3.ANALYSIS: The City has a purchase agreement with the property owner for a portion of the 13.29-acre site for a future well and water treatment plant. The property will be subdivided to create a new parcel in the northwest portion of the site to be purchased by the City and the remainder will be retained by the landowner. Staff recommends approval of the wetland delineation and topographic survey waiver for the portion of the property that will be retained by the landowner because no development is proposed on that portion of the site. Prior to any development on that portion of the site a wetland delineation and topographic survey would be required. The wetland delineation and topographic survey will be required for the areas that will be purchased by the City. Topo/Wetland Waiver (20-035) 2 September 24, 2020 If the request is approved, the applicant would proceed with the design work for a formal application. The next steps would be a request for approval of a preliminary plat, site plan and final plat. 4. RECOMMENDATION: Move to adopt Resolution 2020-73 approving the wetland delineation and topographic survey waiver for the portion of the site outside of the area being proposed for development. Attachments a. Resolution 2020-73 Approving Topographic and Wetland Exemption b. City Engineer’s Memo dated September 16, 2020 c. Site Location Map City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-73 Page 1 of 3 Motion By: Seconded By: A RESOLUTION TO APPROVE A TOPOGRAPHIC SURVEY AND WETLAND DELINEATION EXEMPTION FOR PROPERTY AT 10110 CR 116 (PID 12-119-23-22-0001) (CITY FILE 20-035) WHEREAS, the City of Corcoran is requesting approval of a waiver from the topography and wetland delineation requirements for a preliminary plat as allowed in Section 930.020, Subd. 6(B)2 and 3 of the Corcoran Subdivision Ordinance for property legally described as follows: Lot 1, Block 1, Hunters Place WHEREAS, the Corcoran City Council reviewed this item at their meeting on September 24, 2020; and NOW THEREFORE BE IT RESOLVED that the Corcoran City Council approves the topographic survey exemption and the wetland delineation waiver based on the following findings and conditions: 1. The City proposes to purchase only a portion of the 13.29-acre property for a water supply site and the landowner will retain the remainder of the site in the current state. No new construction proposed for the proposed for the portion of land retained by the landowner. 2. A topographic survey exemption and a wetland delineation waiver is approved for the portion of the site to be retained by the landowner, subject to the following: a. A topographic survey shall be required prior to any new construction on the exempted portion of the property. b. A wetland delineation shall be required prior to any new construction on the exempted portion of the property. 3. The topographic survey and wetland delineation will be provided for the portion of the site proposed for development by the City. 4. The existing and proposed uses are consistent with the City’s Comprehensive Land Use Plan. 5. The existing and proposed uses are generally consistent with the Zoning Ordinance and Subdivision Ordinance. 6. No other exemptions or variances are granted. 7. Granting the topography and wetland delineation exemption neither grants nor implies approval of any plat. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-73 Page 2 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-73 Page 3 of 3 ATTACHMENT A The Northwest Quarter of the Southwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, which lies east of a line drawn parallel with and distant 40.0 feet easterly of the west line of said Section 24. Also: The Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota except that portion thereof described as follows: Beginning at the northwest corner of said Southwest Quarter of the Northwest Quarter; thence east along the north line of said Southwest Quarter of the Northwest Quarter 161 feet; thence south and parallel with the west line of said Southwest Quarter of the Northwest Quarter, 152 feet; thence west and parallel with the north line of said Southwest Quarter of the Northwest Quarter, 161 feet to the west line of said Southwest Quarter of the Northwest Quarter; thence north along said west line, 152 feet to the point of beginning. Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: September 16, 2020 Subject: NE Water Supply site information waiver The City has been working on a municipal water supply site in Northeast Corcoran. Results have been promising for the intended municipal water supply use and is continuing with the planning process. • Topography and wetland information will be limited to the 3 acres of interest for the City parcel rather than the entire 13 acres of the parcel. • City process requires waiver approval by Council HUNTER'S RIDGECSAH 116 920920 920925 930 918919921921 9 2 1 922 922 9 2 2 923923 923 924924 924 926 927 928 929931932WETWETWETWETWETWETWETWET WET WETWETWETWETWETWETWETWET WETWE TWETW E T WETW E T WETWETWETWETWETWET WET W E T WETWETWETWE T WETWETWETWETWETWETWETPROPOSED PRODUCTION WELLE:459146.34'N:226354.86'EL. 925.00T119N-R23W-S12-NW14-NW14-NW14FIELDENTRANCEACCESS POINTFUTURE 30" TRUNK SEWERFUTURE 8" SEWER FOR WATER TREATMENT PLANTFUTURE WATERMAIN (TREATED)FUTURE RAW WATERMAINEXISTING OBSERVATION WELL(TEST WELL)FOR ALL TEST PUMPING ROUTETEMPORARY DISCHARGE PUMPING FROMWELL TO ENGINEER-SPECIFIEDDISCHARGE LOCATION IN THIS VICINITYAPPROXIMATELOCATION OFSEPTIC TANKS ANDDRAIN FIELD.M:\2294\0048 - NE Water Supply\3_DESIGN\CAD\3 PLANSHEETS\C-101.dwg SHEET NO.:SHEET TITLE:8/12/2020 12:42:00 PM CLIENT:CITY OFCORCORANCITY OF CORCORAN NORTHEAST WATER SUPPLY 8200 COUNTY ROAD 116 CORCORAN, MN 55340 ISSUED FOR COUNCIL APPROVAL02/20/2020 0 8200 COUNTY ROAD 116CORCORAN , MN 55340DWN BY:ISSUE DATE:PROJECT NO.:2294-0048ISSUE NO.:NPWCHK'D BY:MKBAPP'D BY:KCTCERTIFICATION:UPDATES BASED ON TEST WELL08/12/2020 1 08/12/20201C-101LOCATION PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEXISTING CONTOURFUTURE CITY PROPERTY (PURCHASE IN PROGRESS)PROPERTY LINESITE LEGENDHORIZONTAL/VERTICAL CONTROL NOTES1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83(2011) HENNEPIN COUNTYCOORDINATES SYSTEM US FOOT2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88 97.5' TO POND322' TO CENTERLINE OF CSAH 116150.9' TO FUTURE 30" SANITARY PIPE55'' TO PERM. EASEMENT LINECONCRETE BOLLARD (TYP.)920920 920925 930 918919921921 9 2 1 922 922 9 2 2 923923 923 924924 924 926 927 928 929931932 45' TO RAW WATERMAINRAW WATER TO FUTURE WELLSFUTURE WATER TREATMENTPLANT LOCATION (APPROX.)FUTURE STORMWATERPOND AREAWETWETWETWETWET WET WETWET WETWETWETWETWETWETWET WETWETWETWET WETWETWETWE T WETWETWETWETWETWET WETPROPOSED PRODUCTION WELLE:459146.34'N:226354.86'EL. 925.00T119N-R23W-S12-NW14-NW14-NW14FIELD ENTRANCE ACCESS POINTFUTURE 30" TRUNK SEWERFUTURE 8" SEWER FOR WATER TREATMENT PLANTFUTURE WATERMAIN (TREATED)FUTURE RAW WATERMAINEXISTING OBSERVATION WELL (TEST WELL)FOR ALL TEST PUMPING ROUTETEMPORARY DISCHARGE PUMPINGFROM WELL TO ENGINEER-SPECIFIEDDISCHARGE LOCATION IN THIS VICINITYAPPROXIMATE LOCATION OF SEPTICTANKS AND DRAIN FIELD.M:\2294\0048 - NE Water Supply\3_DESIGN\CAD\3 PLANSHEETS\C-101.dwg SHEET NO.:SHEET TITLE:8/12/2020 12:42:03 PM CLIENT:CITY OFCORCORANCITY OF CORCORAN NORTHEAST WATER SUPPLY 8200 COUNTY ROAD 116 CORCORAN, MN 55340 ISSUED FOR COUNCIL APPROVAL02/20/2020 0 8200 COUNTY ROAD 116CORCORAN , MN 55340DWN BY:ISSUE DATE:PROJECT NO.:2294-0048ISSUE NO.:NPWCHK'D BY:MKBAPP'D BY:KCTCERTIFICATION:UPDATES BASED ON TEST WELL08/12/2020 1 08/12/20201C-102SITE IMPROVEMENTSPLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEXISTING CONTOURFUTURE CITY PROPERTY (PURCHASE IN PROGRESS)PROPERTY LINESITE LEGENDHORIZONTAL/VERTICAL CONTROL NOTES1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83(2011) HENNEPIN COUNTYCOORDINATES SYSTEM US FOOT2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88 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: 7f. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 16, 2020 for the September 24, 2020 City Council Meeting RE: Request for Topography Exemption and Wetland Delineation Exemption for property at 8200 CR 116 (PID 24-119-23-23-0001) (city file 20-032) REVIEW DEADLINE: N/A 1.Description of Request This is a City-initiated request for approval of a waiver from the requirement for a topographic survey and wetland delineation for the portion of the site that is not proposed for development. Section 930.020, Subd. 6(B)2 of the City Code allows the City Council to waive the topography requirements for lots greater than 3 acres and the City Council has previously granted exemptions from the wetland delineation requirements. 2.Context Zoning and Land Use The north ½ of the site is guided Public/Semi-Public and zoned P-I (Public/Institutional) and the south ½ of the site is guided Mixed Use and zoned DMU (Downtown Mixed Use). Surrounding Properties The property to the north and east is guided Low Density Residential and zoned UR (Urban Reserve). The property to the south is guided Mixed Use and zoned DMU (Downtown Mixed Use). The property to west is guided High Density Residential and Medium Density Residential and zoned UR and RMF-1 (Medium Density Residential). Natural Characteristics of the site The Natural Resource Inventory Areas map identifies high quality natural communities on the north and east portions of the site. The north portion is also in the shoreland overlay district. 3.ANALYSIS: The City has a purchase agreement with St. Therese to develop a portion of the 78.88-acre city hall site as a senior housing campus. The property will be subdivided to create a new parcel for the St. Therese development and the remainder of the property will be retained by the City or platted as public right-of- way. St. Therese Topo/Wetland Waiver (20-032) 2 September 24, 2020 Staff recommends approval of the wetland delineation and topographic survey waiver for the portion of the property that will be retained by the City because no development is proposed on that portion of the site. Prior to any development in that portion of the site a wetland delineation and topographic survey would be required. The wetland delineation and topographic survey will be required for the areas that will be part the St. Therese development. If the request is approved, the applicant would proceed with the design work for a formal application. The St. Therese project would require approval of a Preliminary Plat, Preliminary PUD Development Plan, Final Plat (and development contract) and Final PUD development Plan. 4. RECOMMENDATION: Move to adopt Resolution 2020-72 approving the wetland delineation and topographic survey waiver for the portion of the site outside of the area being proposed for development. Attachments a. Resolution 2020-72 Approving Topographic and Wetland Exemption b. City Engineer’s Memo dated September 16, 2020 c. Site Location Map d. Hennepin County Natural Resources Map e. 2019 Concept Plan from St. Therese City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-72 Page 1 of 3 Motion By: Seconded By: A RESOLUTION TO APPROVE A TOPOGRAPHIC SURVEY AND WETLAND DELINEATION EXEMPTION FOR PROPERTY LOCATED AT 8200 COUNTY ROAD 116 (PID 24-119-23-23-001) (CITY FILE NO. 20-032) WHEREAS, the City of Corcoran is requesting approval of a waiver from the topography and wetland delineation requirements for a preliminary plat as allowed in Section 930.020, Subd. 6(B)2 and 3 of the Corcoran Subdivision Ordinance for property legally described as follows: See Attachment A WHEREAS, the Corcoran City Council reviewed this item at their meeting on September 24, 2020; and NOW THEREFORE BE IT RESOLVED that the Corcoran City Council approves the topographic survey exemption and the wetland delineation waiver based on the following findings and conditions: 1. The City proposes to sell only a portion of the 78.8-acre property to St. Therese for development and will retain the remainder of the site in the current state. No new construction proposed for the proposed for the portion of land retained by the City. 2. A topographic survey exemption and a wetland delineation waiver is approved for the portion of the site to be retained by the City, subject to the following: a. A topographic survey shall be required prior to any new construction on the exempted portion of the property. b. A wetland delineation shall be required prior to any new construction on the exempted portion of the property. 3. The topographic survey and wetland delineation will be provided for the portion of the site proposed for development by St. Therese. 4. The existing and proposed uses are consistent with the City’s Comprehensive Land Use Plan. 5. The existing and proposed uses are generally consistent with the Zoning Ordinance and Subdivision Ordinance. 6. No other exemptions or variances are granted. 7. Granting the topography and wetland delineation exemption neither grants nor implies approval of any plat. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-72 Page 2 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-72 Page 3 of 3 ATTACHMENT A The Northwest Quarter of the Southwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, which lies east of a line drawn parallel with and distant 40.0 feet easterly of the west line of said Section 24. Also: The Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota except that portion thereof described as follows: Beginning at the northwest corner of said Southwest Quarter of the Northwest Quarter; thence east along the north line of said Southwest Quarter of the Northwest Quarter 161 feet; thence south and parallel with the west line of said Southwest Quarter of the Northwest Quarter, 152 feet; thence west and parallel with the north line of said Southwest Quarter of the Northwest Quarter, 161 feet to the west line of said Southwest Quarter of the Northwest Quarter; thence north along said west line, 152 feet to the point of beginning. Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: September 16, 2020 Subject: City Property site information waiver The City has been working with St. Therese for a facility on City property south of City Hall. • Topography and wetland information will be limited to the areas of interest for the St. Therese development rather than the parcel. • City process requires waiver approval by Council He nn e p in Coun ty P ro p e rty Ma p Da te : 9/1 6/20 20 Comm en ts: 1 inc h = 8 00 fee t PAR C EL ID: 24 119 23 230 00 1 OWN ER N AME: C ity Of Co rcor an PAR C EL AD DR ESS: 8 200 C o R d No 116 , C or co ran MN 55 34 0 PAR C EL AR EA: 78 .88 acr es , 3,4 36,1 32 sq ft A-T-B: To rr ens SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESSED 20 19 , PAYABLE 202 0 PR OP ERT Y TYPE: C omme rc ial-Pr efer re d H OM ESTEAD: N on -H ome st ea d M AR KET VAL UE: $0 TAX TO TAL: $0 .0 0 ASSESSED 20 20 , PAYABLE 202 1 PRO PER TY TYPE: C omm erc ial-pr efer red HO MESTEAD: No n-h ome ste ad MARKET VALU E: $0 This data (i) is fur nish ed 'A S I S' wit h no repres ent at ion as to comple ten ess or accurac y; (ii) is f urnished with n o war ranty of an y kind; an d (ii i) is notsui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin C ounty s hall not be l iable fo r a ny dam age, in jury or loss re sul ting from t his data. COP YRIG HT © H EN N EPIN COU N TY 202 0 St. Therese Development Area Legend City of GreenfieldCityofMapleGroveCity of Medina City of Rogers Bechtold RdPio n e e r T r l TrailHavenRdCounty Road 116County Road 30 Schutte Rd Oakdale Dr County Ro a d 1 0 Horseshoe Trl Co u n t y R o a d 5 0 Larsen Rd Willow DrHunterRdCounty Road 19Homestead Trl Cain RdRolling Hills RdCountry Rd Mohawk DrLarkin RdFoxline DrStrehler Rd Dassel Ln OldSettlersR d Stie g R d Kalk RdMeister Rd Maple Hill Rd93rd Ave N Tessmer Rd Blue Bonnet DrJubertLn456710 456750 456719 456730 4567116 4567101 4567117 Brockton Ln N109th Ave N 4567101 ")55 Hackamore Rd Morin Lake Scott Lake Jubert Lake Goose Lake Cook Lake R u s h C reekRushCreek South F o r k R u sh Creek SouthForkR u sh C r eek2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Natural Resource Inventory Areas.mxd Date: 1/7/2019 Time: 1:10:39 PM User: ShuJC0243 ^_Natural Community !(Rare Species OccurenceHigh Quality Natural Community Natural Plant Communities WetlandsWet PrairieEmergentShrubFloodplain ForestOpen WaterFlood Plain (Reed Canary Dominant) UplandsSavanna/PastureMaple/BasswoodOak ForestDisturbed WoodlandOld FieldMunicipal BoundaryParcel BoundariesStreamsLake/Open Water Map 1-7Natural Resource Inventory Areas Note: Due to limitations of map scale, distribution and proportion of NaturalCommunity types within each colored area are approximate.Source:Natural Plant Communities, Rare Species Occurence (Natural Resource Inventory andManagement Plan, Nov. 2001, Bonestroo Rosene Anderlik & Associates) 27 Corcoran. MN M18-315 02-12-2019 Downtown Corcoran SITE B 8SITE CONCEPT PLAN 0' 100' north PROPOSED LINEAR PARKFUTURE 2 STORY 30 UNITS SKILLED HOUSES (3) 1 STORY 17 UNITS EACH CONSERVATORY terrace WELLNESS /POOL FUTURE 2 STORY 34 UNITS CHAPEL future link service ASSISTED LIVING 3 STORY 39 UNITS INDEPENDENT LIVING 4 STORY 62 UNITS INDEPENDENT LIVING 4 STORY 32 UNITS drop off kitchenDINING Engineer’s Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Brad Martens, City Administrator From: Kent Torve, PE, City Engineer Date: September 16, 2020 Subject: Pay Request #5 & Final – Stieg Road Realignment Council Action Requested •Approve Pay Request #5 & Final to C.S. McCrossan Construction, Inc. in the amount of $48,875.95. Project Summary •Original Contract Amount - $919,210.80 •Change Orders to Date - $16,234.55 •Revised Contract Amount - $935,445.35 •Total - $974,574.00 Financing Financing is provided by developers through an escrow. Project Update The requested amount is related to finalizing quantities and the release of the 5% retainage amount of $48,875.95. This amount brings the total approved to date to 106% and closes out the project. Total final project cost increases of $55,363.20 were a result of Change Order 1 and added quantities. Change Order 1 ($16,234.55 or ~2%) was a result additional payment for cold weather concrete protection and modifications to the concrete mix, alternate pavement marking materials, and adjustments to storm sewer structures to accommodate draintile. The remaining cost increases of $39,128.65 or ~4% were a result of the added quantities due to road subgrade conditions being in worse condition than expected resulting in additional select granular added to the road and Class 5 aggregate for the trail construction. IC-134 documents have been included. Agenda Item 7g. 9/16/2020 STAFF REPORT Agenda Item 7h. Council Meeting: September 24, 2020 Prepared By: Director Matt Gottschalk Topic: Community Service Officer Job Description Action Required: Approval Summary: Staff has completed the recommended job description for the new Community Service Officer position. The position hours could be split between multiple part-time Community Service Officers but cumulative hours are currently budgeted at 20 hours per week starting in the fourth quarter of 2020 and are planned to increase to 30 hours per week in the current 2021 draft budget. The job description is attached for Council approval. Financial/Budget: None. Council Action: Approve the job description as presented. Attachments: 1. Job Description – Community Service Officer COMMUNITY SERVICE OFFICER ©City of Corcoran 2020 1 City of Corcoran Job Summary: The Community Service Officer provides assistance to the Police Department under the general direction of the Director of Public Safety, and Police Lieutenant within the limitations set forth by state statutes, city ordinances, department policies, and regulations. A variety of assignments may include non-criminal incidents, investigating animal complaints, enforcing parking ordinances, directing traffic, and providing general assistance to residents of the community. Scope of Impact: This position supports the Director of Public Safety, Police Lieutenant, Police Officers, and Police Administrative Assistants. Essential Duties and Responsibilities: • Engages community members in identifying and resolving neighborhood problems through community-oriented governance techniques. o Actively builds and maintains positive relationships throughout the community; o Analyzes crime trends; o Utilizes inclusive problem solving strategies; o Facilitates communication with all areas of local government to address residents’ quality of life concerns; o Firmly, tactfully, and courteously handles situations with respect for the rights of others; o Consults with local businesses and individuals to provide best practices for crime reduction and crime prevention through environmental design; o Maintains business directories for CAD; o Participates in crime prevention, community policing, and neighborhood watch activities; o Manages and participates in public education programs as assigned. • Patrols City streets, parks, commercial, and residential areas to preserve peace and enforce the law through traffic control and the prevention and detection of criminal conduct. o Works varying shifts; o Works within constitutional, statutory, case law, and policy boundaries; o Maintains appropriate licenses and certifications, Minnesota Driver’s License, medical certifications, etc. as necessary to perform the duties of the position; o Responds to requests for assistance; o Directs traffic at events and traffic crash scenes; o Requests checks on car registrations and issues parking tickets; o Issues citations for violations of City ordinance; o Transports prisoners and suspects; Department: Police Reports To: Police Lieutenant FLSA Part-time Year-round Revision Date: September, 2020 COMMUNITY SERVICE OFFICER ©City of Corcoran 2020 2 o Provides emergency medical assistance and support; o Testifies at court trials and hearings; o Develops, composes, and presents detailed written reports; o Prepares for and responds to severe weather incidents; o Maintains roadway safety by assisting with traffic crashes, assisting stranded motorists, removing hazards, and notifying responsible authorities of repair needs; o Monitors crime areas and makes business checks or vacation checks of private dwellings; o Effectively and professionally communicates with members of the public and City staff; o Expertly operates a variety of motor vehicles; o Cleans, maintains, and fuels department vehicles; o Appropriately utilizes a variety of electronic communication devices including portable radios, computers, and cellular telephones; o Manages public safety functions at community events; o Exercises sound judgment; o Conducts field training of Reserve Officers or CSO’s; o Investigate and manage animal complaints; o Provides mutual aid to other departments during emergency situations. • Responds to inquiries from the public on the phone or in person such as complaints, law interpretation, or referrals to the proper agency. o Provides literature and resources to the public; o When unable to directly resolve the issue, facilitates an appropriate answer or direction; o Recognizes opportunities to counsel, provide guidance and service to the public as a means of developing community understanding and cooperation in matters related to public safety and law enforcement. • Performs departmental tasks. o Delivers city documents to the City Council, Planning Commission, Parks and Trails, courts or others as requested or assigned; o Assists the public with report and permit requests; o Performs maintenance and cleaning of facilities and equipment as needed; o Makes other department-related pickups or deliveries as requested including, squad maintenance, equipment maintenance, and evidence handling. • Performs other duties and activities as apparent or assigned. Minimum Qualifications: Candidates must be 18 years of age or older and must have a valid Minnesota Driver’s License or the ability to obtain one within 30 days. Candidates for this position must have a high school diploma or equivalent. Candidates must pass a comprehensive background check and physical exam. Desired Qualifications: Additional desired qualifications include previous experience in public safety to include, Law Enforcement Explorers, Police Reserves, or enrollment in a Minnesota law enforcement educational program. Fluency in a second language or sign language is desired. COMMUNITY SERVICE OFFICER ©City of Corcoran 2020 3 Knowledge, Skills and Abilities Required for Successful Job Performance: • Verbal and high-level written communication skills sufficient to effectively present information and respond to questions from a wide variety of audiences, and reading comprehension skills sufficient to read, understand, and interpret complex and varied work-related materials; • Acceptable math skills including: the ability to add, subtract, multiply, and divide in all units of measure, using whole numbers, common fractions, and decimals; the ability to compute rate, ratio, and percent; the ability to measure distances; the ability to perform mathematical formulas involving decimals and fractions for alcohol testing and accident reconstruction; • Acceptable reasoning ability including: the ability to define problems, collect data, establish facts, and draw valid conclusions; the ability to interpret an extensive variety of technical instructions in mathematical diagram form and deal with several abstract and concrete variables; the ability to quickly process information and make decisions; • Ability to analyze and resolve problems where precedent may not always exist; must be able to use extremely good judgment quickly and utilize all knowledge of police policies and procedures, civil rights laws, State and Federal mandates, court decisions and all training received; • Strong interpersonal and communication skills in dealing with difficult situations and people; ability to work cooperatively with all city departments; • Maintains skilled proficiency in emergency medical response; • Ability to quickly learn, understand, interpret and apply City ordinances, state statutes, and federal laws. • Knowledge of the legal process, chain of custody, methods of handling evidence and techniques for interrogation of witnesses and suspects; • Knowledge of the functions and responsibilities of City Departments; • Ability to perform in a professional and courteous manner when responding to requests from the public and other staff members; • Ability to maintain a positive attitude toward work, the public, and coworkers; • Knowledge of and ability to operate standard office software sufficient to manipulate data, draft reports and maintain records; • Ability to work effectively as a member of a team; • Ability to work independently and without direct supervision; • Ability to prioritize work requests; • Ability to work and to remain in control of a variety of stressful situations; • Knowledge of data privacy laws and ability to maintain highest confidentiality when dealing with sensitive or private information. • Consistent attendance during regularly scheduled work hours and outside regularly scheduled hours as needed. COMMUNITY SERVICE OFFICER ©City of Corcoran 2020 4 Physical and Mental Requirements: Physical effort varies from low to very high with intermittent and indeterminate periods of rest. This position will require smelling, feeling, sitting, standing, twisting, turning, walking, repetitive movements, bending, crouching, kneeling, squatting, reaching overhead, grasping, lifting and carrying of heavy objects, pulling, sustained holding, climbing, and manipulating objects requiring manual dexterity. The employee must be able to speak intelligibly, hear, and read. New hire candidates will not meet required hearing standards if an average hearing loss in the unaided ear is greater than 40 decibels (Db) at 500 Hz, 1000 Hz, 2000 Hz, and 3000 Hz. Specific vision abilities required by this position include close vision, color vision, distance vision, peripheral vision, and depth perception. New hire candidates will not meet minimum entrance vision standards if far visual acuity is less than 20/40 binocular, corrected with contact lenses or spectacles, or if far visual acuity is less than 20/100 binocular for wearers of contact lenses or spectacles, uncorrected. Report preparation and word processing will at times require extended use of a computer monitor and keyboard. Work interruptions are frequent. The position requires the ability to skillfully operate police emergency vehicles, police ATVs, Mobile Digital Computer, digital recording equipment, emergency first aid equipment, computers and related software, and police restraints. Working Conditions: Work is divided between field patrol and an office environment. Patrol work can involve extreme weather conditions. While performing the duties of this position employees may be exposed to extreme heat and cold, wet and/or humid conditions, moving mechanical parts, vibrations, high or precarious places, fumes, airborne particles, and toxic or caustic chemicals. Dealing with public safety responses can present a danger of injury. Exposure to trauma and criminal activity can present and disagreeable conditions will occur on an intermittent basis. Incumbent must be able to work extended hours on an emergency basis and work unusual hours if required, either by direction or necessity. Some requirements in this job description may exclude individuals who pose a direct threat or significant risk to the health and safety of themselves or other employees. All requirements are subject to modification to reasonably accommodate individuals with disabilities. Requirements are representative of minimum levels of knowledge, skills, and experience required. To perform this job successfully, the worker must possess the abilities and aptitudes to perform each duty proficiently. This document does not create an employment contract, implied or otherwise, other than an "at will" employment relationship. The City Administrator retains the discretion to add duties or change the duties of this position at any time. Employee: _ Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8a. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 17, 2020 for the September 24, 2020 City Council Meeting RE: Consider a Petition requesting an Environmental Assessment Worksheet (EAW) for the proposed Eagle Brook Church project (city file no. 20-023) 1. Background On September 15, 2020, the City received notice from the Minnesota Environmental Quality Board (EQB) that it received a petition for an EAW for the proposed Eagle Brook Church project. A copy of the EQB notice and petition is attached. Receipt of the notice and petition suspends the City’s review period for the proposed project and prohibits the City from taking any official action on the proposed project until after the EAW question is resolved. Because preparation of an EAW is not a mandatory requirement for this project, but is discretionary, the City Council has the option to deny the petition or order that an EAW be prepared. If the Council determines that an EAW is not warranted for the project, the City Council make take action (approval, denial or table) on the formal development request when the application is presented later on the September 24, 2020 City Council agenda. However, if the City Council determines that an EAW is warranted, no action can be taken on the project until the EAW is prepared and there 1) has been a determination of No Need for an environmental impact statement (EIS) or 2) an EIS is completed if deemed necessary. 2.Environmental Review Program The EQB rules for the Environmental Review Program (4410.0200 to 4410.7800) implement the environmental review procedures for the Minnesota Environmental Policy Act. The act provides for two levels of environmental review. The first level is an EAW, which is a document prepared in worksheet format that is designed to assess the environmental effects that may be associated with a proposed project. An EAW serves primarily to aid in determining whether an EIS is needed for a proposed project and also serves as a basis for a scoping document for an EIS. An EAW can also identify mitigation measures for possible effects that could be incorporated into any development approval for a project. The second level of review is an EIS. The purpose of an EIS is to provide information to evaluate proposed projects that have the potential for significant environmental effects, to consider alternatives and to explore methods for reducing adverse environmental effects. The rules specify that certain types of projects require a mandatory EAW and also provide for discretionary EAWs by the responsible government unit (RGU). The City Council is the RGU responsible for verifying the accuracy of environmental documents and complying with the environmental review process. Petition for EAW for Eagle Brook Church (city file 20-023) 2 September 24, 2020 The EQB rules state that “The RGU shall order the preparation of an EAW if the evidence presented by the petitioners...demonstrates that, because of the nature or location of the proposed project, the project may have the potential for significant environmental effects. The RGU shall deny the petition if the evidence presented fails to demonstrate the project may have the potential for significant environmental effects.” The EQB rules define Environment as "physical conditions existing in the area that may be affected by a proposed project. It includes land, air, water, minerals, flora, fauna, ambient noise, energy resources, and artifacts or natural features of historic, geologic, or aesthetic significance.” The purpose of the environmental review process is to provide usable information to the project proposer, governmental decision-makers and the public concerning the primary environmental effects of a proposed project. The EAW should identify measures to protect the environment that can later be imposed as conditions of approval in future development applications. Furthermore, an EAW/EIS is not a means to approve or deny a project but is an additional source of information to guide decisions. Staff does not believe an EAW would provide any additional information to guide the Council decision-making process. 3. Analysis Mandatory EAW Category The EQB rules provide thresholds to determine whether an EAW is mandatory. An institutional use that is equal to or in excess of 200,000 square feet of gross floor space in Corcoran would require an EAW. The proposed 70,000 sq. ft. facility is well below the threshold and a mandatory EAW is not required. Exempt EAW Category The EQB rules provide thresholds to determine whether a project is exempt from an EAW (meaning an RGU cannot require one). An institutional use that is less than 50,000 square feet of gross floor space in Corcoran would be exempt from an EAW. Discretionary EAW Category The EQB notice and petition that was received September 15th is for a discretionary EAW. Upon receipt of a petition for a discretionary EAW, the City Council has 15 working days to determine whether preparation of an EAW should be ordered based upon whether or not the proposed project has the potential for significant environmental effects. The petition requesting the EAW identified four primary concerns. The concerns, along with corresponding with staff comments regarding each concern are summarized below: 1. Wetlands, water quality and wildlife habitat. Today, there are significant wetlands and potential wetlands on the five properties proposed to be acquired and assembled to construct the Eagle Brook megachurch development. (See Exhibit 4 – Probable Wetlands Designations; and Exhibit 5 - Wenck Draft Infrastructure Feasibility Study, Page 4-1). The loss of the wetlands on these Petition for EAW for Eagle Brook Church (city file 20-023) 3 September 24, 2020 parcels will have a detrimental impact on wildlife in the area and will degrade the quality of the water draining from and through the development. The proposed development creates the potential for significant environmental impacts from the loss of existing vegetation and wetlands, and the addition of large impervious surfaces consisting of the megachurch facility and parking lots, all of which add to surface water runoff that will impact roads and neighboring properties upstream and downstream of the development. Staff comments: The site is a privately owned development site. No part of the site is designated as a nature preserve or conservation area. The City does not have a tree preservation requirement. The development proposal shows only 32.9% impervious surface coverage on this 32.45-acre site and the bulk of existing wetlands will be preserved. The stormwater management plan includes biofiltration basins and pre-treatment basins to manage stormwater. The plan has been reviewed by the City Engineer and is required to comply with City, watershed and state standards. 2. Traffic Congestion and Safety Implications. The proposed development will dramatically increase traffic on County Highway 101, County Highway 47 and Hackamore Road at certain times each week. The increased motor vehicle traffic will be detrimental to the public safety of residents in all surrounding neighborhoods. Staff comments: The analysis to determine whether an EAW is necessary involves and evaluation of environmental matters. The EQB rules define “environment” to include land, air, water, minerals, flora, fauna, ambient noise, energy resources, and man-made objects or natural features of historic, geologic or aesthetic significance (part 4410.0200, subpart 23). A land use conflict due to safety concerns is not an environmental matter. 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. 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. The applicant will be required to make street improvements at Hackamore and CR 101 that will ensure that the traffic will operate at acceptable levels of service. 3. Noise. Loud noises and loud music during multiple weekly services in the 1,500 seat auditorium will be frequent and may exceed 95 decibels with peaks over 100 decibels. Staff comments: The project does not propose any outdoor services and noise levels will be contained within the building. The project would need to comply with the statutory limits for a residential location which are L10 = 65 dBA and L50 = 60 dBA during the daytime (7:00 a.m. – 10:00 p.m.) and L10 = 55 dBA and L50 = 50 dBA during the nighttime (10:00 p.m. – 7:00 a.m.) (Minn. R. 7030.0040). This means that during the one-hour period of monitoring, daytime noise levels cannot exceed 65 dBA for more than 10 percent of the time or 60 dBA more than 50 percent of the time. Staff does not expect the noise levels identified by the applicant to be reached at the property line because the services will be held inside the building. Petition for EAW for Eagle Brook Church (city file 20-023) 4 September 24, 2020 4. Erosion. Erosion and increased surface water draining due to the construction of exponentially more impervious surface than current conditions, and the corresponding decreased in pervious ground area for groundwater infiltration creates the potential for significant environmental effects. Staff comments: This project proposes 32.9% impervious surface coverage on this 32.45-acre site. The stormwater management and erosion control plans has been reviewed by the City Engineer and is required to comply with City, watershed and state standards. 4. Staff Findings Staff does not support the request for a discretionary EAW, based on the following findings: a. The petition fails to demonstrate that because of the nature or location of the proposed project, the project may have the potential for significant environmental effects. b. The project proposer has either addressed the environmental concerns indicated in the petition for the EAW or the City would address them through code requirements and conditions of approval if the project is ultimately approved. Therefore, the project would not result in significant environmental effects. c. Stormwater runoff would be addressed through the established development review and approval process and would be required to comply with all City, watershed and state requirements. 5. Recommendation Move to adopt Resolution 2020-74 Denying request for preparation of an EAW. Action requires a 3/5 vote of the Council. Attachments 1. Resolution 2020-74 2. Notice from Environmental Quality Board 3. Petition for EAW City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-74 Page 1 of 2 Motion By: Seconded By: A RESOLUTION DENYING A PETITION REQUESTING PREPARATION OF AN ENVIRONMENTAL ASSESSMENT WORKSHEET (EAW) 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 the 32.45-acre property located at the northwest quadrant of Hackamore Road and County Road 101; and WHEREAS, the Minnesota Environmental Quality Board (EQB) received a citizen’s petition for an EAW for the proposed Eagle Brook Church project; and WHEREAS, the petition for the EAW included four primary concerns regarding wetlands/water quality, traffic, noise and erosion; and WHEREAS, the Minnesota Environmental Review Program Rules provide for the mandatory preparation of an EAW for those projects that meet or exceed the thresholds contained in Section 4410.4300 of the Rules; and WHEREAS, the Minnesota Environmental Review Program Rules provide for the discretionary preparation of an EAW for those projects where the City Council, acting as the responsible government unit (RGU), finds that because of the nature or location of the proposed project, the project may have the potential for significant environmental effects. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it hereby determines that an EAW shall not be required for the Eagle Brook Church project, based on the following findings: 1. The petition fails to demonstrate that because of the nature or location of the proposed project, the project may have the potential for significant environmental effects. 2. The project proposer has either addressed the environmental concerns indicated in the petition for the EAW or the City would address them through code requirements and conditions of approval if the project is ultimately approved. Therefore, the project would not result in significant environmental effects. 3. Stormwater runoff would be addressed through the established development review and approval process and would be required to comply with all City, watershed and state requirements. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-74 Page 2 of 2 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director 1 Minnesota Environmental Quality Board VIA E-MAIL (cover letter & petition) 520 Lafayette Road North Saint Paul, MN 55155 September 15, 2020 City of Corcoran Brad Martens, City Administrator 8200 County Road 116 Corcoran, MN 55340 bmartens@ci.corcoran.mn.us RE: Petition for an Environmental Assessment Worksheet for Eagle Brook Church Dear Mr. Martens, The Environmental Quality Board (EQB) has received a petition requesting that an Environmental Assessment Worksheet (EAW) be prepared for the project described in the petition, and has determined the City of Corcoran is the appropriate governmental unit to decide the need for an EAW. The requirements for environmental review, including the preparation of an EAW, can be found in Minnesota Rules, chapter 4410. The procedures to be followed in making the EAW decision are set forth in part 4410.1100. Key points in the procedures include: 1. No final governmental approvals may be given to the project named in the petition, nor may construction on the project be started until the need for an EAW has been determined. Project construction includes any activities which directly affect the environment, including preparation of land. If the decision is to prepare an EAW, final governmental approval must be withheld until either a negative declaration on the need for an Environmental Impact Statement (EIS) is issued or an EIS is determined adequate. See part 4410.3100, subparts 1 and 2 for the prohibitions on final governmental decisions. 2. To make the decision on the need for an EAW, compare the project to the mandatory EAW, EIS, and exemption categories listed in parts 4410.4300, 4410.4400, and 4410.4600, respectively. If the project should fall under any of these categories, environmental review is automatically required or prohibited. If this should be the case, proceed accordingly: a. If the project meets or exceeds the thresholds of any mandatory EAW or EIS category, then environmental review is required for the project. Please see the guidance documents on the EQB website for preparing an EAW or EIS. b. If the project is exempt from environmental review, please document the reason for the exemption in writing and notify both the petitioners’ representative and EQB of your conclusion. 3. If preparation of an EAW is neither mandatory nor exempted, City of Corcoran has the option to prepare a discretionary EAW in accordance with part 4410.1000, subpart 3, item B. The standard for making the decision on the need for an EAW is provided in part 4410.1100, subpart 6. When Eagle Brook Church Page 2 September 15, 2020 considering the evidence provided by the petitioners, proposers, or other persons, City of Corcoran must take into account the factors listed in part 4410.1700, subpart 7. Note that this requires that a record of decision, including specific findings of fact, be maintained. 4. You are allowed up to 30 working days (Saturdays, Sundays and holidays do not count) for your decision if it will be made by a council, board, or other body which meets only periodically, or 15 working days if the decision will be made by a single individual. If the decision will be made by an individual, the individual may request an additional 15 working days from the EQB in accordance with part 4410.1100, subpart 7. 5. You must provide written notification of your decision to the proposer, the petitioners' representative, and the EQB, within 5 working days as described in part 4410.1100, subpart 8. Please provide written notification to these parties even in cases where an EAW or EIS will be prepared according to part 4410.1000, subparts 2 or 3, or the project is found to be exempt from environmental review. a. To notify the EQB of your decision on the need for an EAW, complete the EQB Monitor submission form found on the EQB website. The EQB requests that you upload a copy of your record of decision using the same electronic submission form, including instances where environmental review is mandatory, voluntary, or exempt. 6. If for any reason you are unable to act on the petition at this time (e.g., no application has yet been filed or the application has been withdrawn or denied), the petition will remain in effect for a period of one year, and must be acted upon prior to any final decision concerning the project identified in the petition. It is recommended that you notify in writing both the petitioners’ representative and the EQB if you are unable to act on the petition at the time it is received. Notice of the petition and its assignment to your unit of government will be published in the EQB Monitor on September 21, 2020. If you have any questions or need any assistance, please do not hesitate to contact us at env.review@state.mn.us or 651-757-2873. Sincerely, Katrina Hapka Katrina Hapka Environmental Review Program Environmental Quality Board cc: Peter Hartz, Petitioner’s Representative Katie Pratt, EQB Executive Director Denise Wilson, Director of Environmental Review Program 1 PETITION FOR AN ENVIRONMENTAL ASSESSEMENT WORKSHEET To determine the impact of Eagle Brook Church Corcoran Campus. DESCRIPTION OF THE PROPOSED PROJECT Eagle Brook Church proposes to construct a new megachurch campus in the southeast corner of the City of Corcoran, a fourth class city. The proposed facility will be built on property that is zoned low density single family residential that abuts the approved and nearly completed Ravinia single family home development to the west and north, County Highway 101 to the east and Hackamore Road to the south. (Exhibit 1 – General Location Map) The campus will consist of a one-story worship, education and administration center of approximately 70,000 square feet with a 1,500 seat auditorium that is 34 feet tall, lobby with a cafe, administration offices and children’s education classrooms. The proposed megachurch would hold multiple services each week with up to 1,500 people attending each service. The project would be constructed on land assembled from five existing single-family residential properties in Corcoran totaling approximately 27 acres. Eagle Brook Church intends to plat the five properties to create one larger parcel for the worship center facility and 840+ space lighted parking lot, and another smaller parcel, Outlot A, with a future use to be determined. (Exhibit 2 – Detailed Location Map). When abutting and nearby property owners purchased their homes, they believed and current zoning indicates that this property these five parcels would continue to be used for single family residential purposes. Eagle Brook Church has submitted applications for a conditional use permit, site plan and preliminary plat. (Exhibit 3 - Site Plan and Infrastructure Impacts). The Corcoran city council will take final action on these applications at its September 24, 2020 meeting. Corcoran has not directed that an Environmental Assessment Worksheet be prepared to fully explore the potential environmental impacts of the proposed development. There is no indication the city will do so of its own initiative. Although an Environmental Assessment Worksheet (EAW) is not mandatory for this megachurch project as proposed, it is also not exempt from environmental review. The proposed development includes an institutional facility with a gross floor space of more than 50,000 square feet and a new parking facility of more than 100 (840+) vehicles within a fourth class city (population less than 10,000). Minn. Rule Part 4410.4600, subp. 10; Minn. Stat. § 410.01. Therefore, it is within the discretion of the city to order an EAW to better understand the potential environmental impacts before acting on the Eagle Brook Church applications. Minn. Rules Parts 4410.4500 and 4410.4600. Legal Description/Location: Five adjoining residential properties will be acquired and platted for the proposed megachurch located within the City of Corcoran in Hennepin County. These properties have metes and bounds legal descriptions with the following property ID numbers: 36-119-23-44-0008 36-119-23-44-0009 2 36-119-23-44-0010 36-119-23-44-0013 36-119-23-44-0014 Each parcel is improved with a single-family residence and four of the parcels have accessory buildings. The current permitted use these properties is low density single family residences. PROPOSER OF THE PROJECT Jason Strand Eagle Brook Church Senior Pastor 7105 20th Avenue Centerville, MN 55038 Telephone: 651-429-9227 NAME, ADDRESS AND TELEPHONE NUMBER OF REPRESENTATIVE FOR PETITIONERS Peter W. Hartz 19169 Galloway Circle Corcoran, MN 55340 Telephone: 612-986-2350 BRIEF DESCRIPTION OF POTENTIAL ENVIRONMENTAL EFFECTS WHICH MAY RESULT FROM THE PROJECT Wetlands, Water Quality and Wildlife Habitat Today, there are significant wetlands and potential wetlands on the five properties proposed to be acquired and assembled to construct the Eagle Brook megachurch development. (See Exhibit 4 – Probable Wetlands Designations; and Exhibit 5 - Wenck Draft Infrastructure Feasibility Study, Page 4-1). The loss of the wetlands on these parcels will have a detrimental impact on wildlife in the area and will degrade the quality of the water draining from and through the development. The proposed development creates the potential for significant environmental impacts from the loss of existing vegetation and wetlands, and the addition of large impervious surfaces consisting of the megachurch facility and parking lots, all of which add to surface water runoff that will impact roads and neighboring properties upstream and downstream of the development. The acres of additional impervious surfaces proposed by Eagle Brook Church will decrease groundwater infiltration in the area and increase the surface water draining off-site. When coupled with the road improvements to Hackamore Road that are needed to accommodate expanding residential developments in this area of Corcoran, Medina, Maple Grove and Plymouth, the increase in stormwater drainage from the Eagle Brook Church development and Hackamore Road are likely to create surface water management problems during heavy rain events increasing the potential for local flooding and impairing the quality of surface water in the area. 3 A neighboring community, Wild Meadows in Medina, has constructed an elaborate surface water management system that includes 15 wetlands, vegetative swales and wet prairie restorations referred to as a Stormwater Treatment Train. Maintaining the associated natural areas is critical to the property functioning of this natural water management system. Excessive surface water drainage from the Eagle Church megachurch site could impair the flow and surface water management system in Wild Meadows, however the city has not studied these concerns. The Minnesota Pollution Control Agency encourages the use of low-impact development to complement or replace traditional stormwater management system, such as the Wild Meadows natural management system. Other than proposed construction of stormwater retention ponds, the proposed megachurch development is devoid of low impact development concepts and natural stormwater management infrastructure that would retain water draining from the immense impervious surfaces within the Eagle Brook Church property. (Exhibit 6– MPCA overview of low-impact development and green infrastructure). Traffic Congestion and Safety Implications The proposed development will dramatically increase traffic on County Highway 101, County Highway 47 and Hackamore Road at certain times each week. The increased motor vehicle traffic will be detrimental to the public safety of residents in all surrounding neighborhoods. The proposed paved trails on the north side of Hackamore Road extending from the Ravinia neighborhood to County Highway 101 and also on the west side of 101 along the full length of the megachurch campus will be impacted by the periodic heavy volume of traffic entering and exiting the development. During times of services and events at the proposed megachurch many vehicles will make turning movements from the often busy Highway 101 and local Hackamore Road into and out of the proposed facility jeopardizing the safety of users of the proposed trails and creating personal injury risks greater than is reported or acknowledged. The traffic forecasts and the traffic analysis prepared by the city engineer (Wenck Associates) are based on unrealistic estimates of future traffic volumes of vehicles accessing the proposed development and traveling on the adjoining roadways. (Exhibit 5 - Wenck Draft Infrastructure Feasibility Study, Sections 2.3 through 2.7). Housing developments are under construction in Maple Grove, Plymouth and Corcoran that will add vehicle traffic to both County Highway 101 and Hackamore Road. The existing traffic lanes at the intersection of County Highway 101, County Highway 47 and Hackamore Road will be overburdened at times resulting in increased congestion, inconvenience to the traveling public and safety risks for motorists and those using the adjoining trails. The city engineer’s assumptions of average daily traffic growth of 1% per year understates the rate of growth of Corcoran and the neighboring cities. The city engineer has also failed to utilize the full seating capacity of the proposed development (1500 people at each service) with multiple services each week when forecasting the number of vehicles entering and exiting the proposed facility and the total traffic impact of the project. (See Exhibit 5 - Wenck Draft Infrastructure Feasibility Study, Sections 2.5 through 2.7). 4 Noise Neither the city nor the city engineer has completed a study of the noise impacts of the proposed development. The Eagle Brook megachurch will generate loud noises both inside and outside the worship auditorium that will adversely impact the adjacent neighborhoods. Loud noises and loud music during multiple weekly services in the 1,500 seat auditorium will be frequent and may exceed 95 decibels with peaks over 100 decibels. (See Exhibit 7 – Christianity Today article) The minimal distance between the church auditorium and parking areas and the adjoining properties will not provide an adequate buffer to prevent noise from propagating to neighboring single family homes. The proposed large auditorium and other church facilities and activities has the potential to negatively affect the otherwise quiet residential atmosphere of the surrounding community by repeatedly projecting noise into adjoining properties every week. The proposed facility will have an exceptionally large parking lot for a development located in a single family residential zone with more than 840 parking spaces. Snow removal and grounds maintenance operations will generate significant noise pollution in near proximity to adjoining residential properties and will occur during most months of the year. The City of Corcoran has not suggested limiting the hours that either activity could be undertaken at the proposed development. These grounds and parking lot maintenance activities will add to the noise pollution generated by the loud services in the auditorium several times in each week. Erosion Removal of existing trees and vegetation from the five existing residential parcels is required to construct the large building and expansive parking lot proposed by Eagle Brook Church. The property includes wetland areas and an existing water drainage course which will be dramatically altered. Erosion and increased surface water draining due to the construction of exponentially more impervious surface than current conditions, and the corresponding decreased in pervious ground area for groundwater infiltration creates the potential for significant environmental effects. Conclusion: Due to the many potential environmental impacts of the proposed Eagle Brook Church megachurch project on surrounding properties, infrastructure, surface water management and the many single family residential properties in the area, preparing an Environmental Assessment Worksheet is appropriate to better understand the impacts of this development. The following citizens (more than 100) request the RGU prepare an EAW prior to approving the development: (attached petition) Exhibit 1 Location of Proposed Eagle Brook Church Corcoran Campus Exhibit 2 Location of Proposed Eagle Brook Corcoran Campus Exhibit 3 - Site Plan and Infrastructure Impacts Exhibit xx Wetlands 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8b. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: September 17, 2020 for the September 24, 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. The applicant requested that this item be removed from the August 27th Council agenda, so that it could be reviewed by the full Council on September 24th. 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. Eagle Brook Church (city file 20-023) 2 September 24, 2020 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. 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. Eagle Brook Church (city file 20-023) 3 September 24, 2020 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. 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 should note 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. Eagle Brook Church (city file 20-023) 4 September 24, 2020 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. 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 Eagle Brook Church (city file 20-023) 5 September 24, 2020 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. 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. 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 Pla Eagle Brook Church (city file 20-023) 6 September 24, 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 September 24, 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 and prevent detrimental impact to the existing use of the surrounding properties. 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 September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 2 of 3 Whereupon, said Resolution is hereby declared adopted on this 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 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 September 24, 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 September 24, 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 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 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 September 24, 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 September 24, 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 September 24, 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 September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-63 Page 4 of 5 Whereupon, said Resolution is hereby declared adopted on this 24th day of September 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran September 24, 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 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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 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: September 16, 2020 for the September 24, 2020 City Council Meeting RE: Nelson International Conditional Use Permit, Site Plan and Variance for the property at 10409 County Road 101 (PID 01-119-23-41-0001) (city file no. 20-022) 120-DAY REVIEW DEADLINE:November 10, 2020 1.Application Request The applicant has requested approval of a site plan, a conditional use permit and two variances to allow a 34,088-sq. ft. industrial building. A conditional use permit is required as the proposed use, motor vehicle, boat or equipment repair and sales, is a conditional use in the Light Industrial District. The applicant has also requested a variance for the project. The variance is to allow for a 50-ft. curb cut where a 32-ft. curb cut is allowed. 2.Planning Commission Review on August 6, 2020 The Planning Commission held a Public Hearing at their August 6, 2020, meeting but tabled it after discussion of the outstanding issues. In particular, the Commission was concerned about the building architecture, noise and the screening or buffering to adjacent residential. The applicant has made significant changes to plans to address most items in the staff report and issues raised at the Planning Commission. They have also provided a letter from the City of Willmar noting that Nelson has operated in Willmar since 1962 adjacent to residential property and the City has no record of noise complaints. The staff report and resolution have been updated to reflect these changes. 3.Planning Commission Review on September 3, 2020 The Planning Commission reviewed the revised application at their September 3, 2020, meeting. The public hearing had been closed but the Commission allowed public comments. The owner of the campground across CR 101 spoke stating he was not opposed to development but had concerns with the hours of operation. The owner stated that he would like to work with Nelson International to address any issues. Members of the Planning Commission expressed concerns over the noise for the adjacent campground but noted the application complies with the code requirements. The Planning Commission voted 3-1 (Shoulak nay) to recommend approval. Agenda Item: 8c. Nelson CUP, SP and Variance (20-022) 2 September 24, 2020 4. Context Zoning and Land Use The site is guided Light Industrial and zoned I-1 (Light Industrial). The lot was created as part of Bellwether 2nd Addition. The site has several existing structures on the east portion of the site near County Road 101, which would be removed as part of the development. Surrounding Properties The property to the north is guided Industrial and is zoned I-1 (Light Industrial). The properties to the west and southwest are guided Low Density Residential and are currently zoned PUD (Planned Unit Development) as part of the Bellwether development. The property to the southeast is an outlot of the Bellwether development and is guided Light Industrial and is zoned I-1 (Light Industrial). The property to the east across County Road 101/Brockton Lane is in the City of Maple Grove. Natural Characteristics of the Site The property is largely wetlands with the majority of the western part of the lot indicated as “Shallow Open Water” and “Seasonally Flooded Basin or Flat” in the 2040 Comprehensive Plan. The southeast section of the parcel is also indicated as a “Seasonally Flooded Basin or Flat”. The property has trees located along the edge of the large wetland on the west side of the property. The western part of the property has also been identified as a Cattail Marsh and Maple-basswood Forest on the 2040 Ecologically Significant Natural Areas. The west side of the property has been identified on the Parks and Trails Plan as a Greenway Corridor. 5. Analysis of Request A. Level of City Discretion in Decision-Making The City’s discretion in approving a site plan amendment is limited to whether or not the plan meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the site plan amendment. 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. The City’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. Nelson CUP, SP and Variance (20-022) 3 September 24, 2020 Site Plan Design Guidelines/Architecture The property is located in the Northeast District of the City and subject to the design standards in Appendix A and the building standards in Section 1060.060 of the Zoning Ordinance. The general design guidelines state: • Buildings should be designed with quality materials on all sides; all facades shall be articulated with a variety of materials, glazing or other details to add visual interest, although the front façade may have a unique design or more significant glazing; long blank exterior surfaces shall be avoided • Equipment, mechanical systems, transformers, etc. must be screened from view in a way that is integral to the architecture of the building. Screening should be accomplished with materials similar to or compatible with materials used on the main structure; metal fencing or mechanical vent screens alone are not sufficient. • Roof lines and cornice details shall be completed in a 3-dimensional manner so that the back of roof features or similar unfinished areas are not visible. Architectural elevations were submitted showing a mix of glass, EIFS material and TextureClad, an architectural metal panel that is finished to look like stucco. The building is a rectangle with no articulation provided by physical changes to the building; however, the change in building materials does provide visual interest. The building materials have been revised to be in compliance with Section 1060.050 C(1) and the building now has two colors. Staff believes the current design of the building meets the intent of the design guidelines. The ordinance limits curtain wall panels of steel, fiberglass and aluminum (non-structural, non-load bearing) to 20% of any wall surface (excludes overhead doors). The textured wall material is a metal panel and is now less than 20% of any wall surface. The building materials now comply with ordinance standards. The mechanical equipment will be screened as required by Section 1060.030 of the Zoning Ordinance. The applicant has revised their plans and now shows fencing around the outdoor equipment. A trash enclosure has been added to the plans. The trash enclosure is screened with fencing and complies with the ordinance standards. The trash area is on the rear of the building and has parking on both the north and south side of the enclosure. Staff suggests that the applicant consider shifting the trash enclosure to the north to eliminate the parking stalls north of the enclosure. The two stalls could be moved to the other side of the enclosure to cluster the parking together. Nelson CUP, SP and Variance (20-022) 4 September 24, 2020 Lot Analysis Lot standards for the I-1 district are as follows: Minimum Standard Complies Minimum Principal Structure Setbacks Front, From Major Roadways* 100 ft. Yes* Front, From all other streets 50 ft. Yes Side 20 ft. Yes Rear 20 ft. Yes Adjacent to Residential 50 ft. Yes Maximum Principal Building Height 45 ft. Yes Maximum Impervious Surface Coverage 70% Yes *The 100-foot building and parking setback may be reduced as allowed by Section 1060.080, Subd. K and L. The proposed development would appear to meet all lot standards for the I-1 District. Outside Storage and Sale of Vehicles Outside Storage is requested for storage of vehicles for sale and vehicles on-site for repair. The use proposed by the applicant does not required any additional screening, but damaged vehicles, vehicle parts and accessory equipment must be stored inside the principal building. The applicant is aware of this standard and has noted in the narrative that this will be enforced. Off-Street Loading The applicant has indicated an off-street loading location located on the south end of the proposed building. The loading area proposed is more than 300 ft. away from a residential use, so it does not require an intervening building. Loading areas not requiring screening by an intervening building shall be screened from adjacent residentially zoned or guided property by the use of berms, fences, or walls to provide 100 percent opacity to a height of at least 10 feet. The height of the screening shall be measured from the grade of the loading areas. The applicant has revised the plans to show fencing on the south side of the loading area. Staff finds that the fencing, in combination with the landscaping to the west, will provide adequate screening for the loading area. Fencing In addition to the fencing proposed to screen the trash and loading areas, the applicant is also proposing a privacy fence along the west property border that has been described in the narrative as a “10 foot high screen fence.” Fences over seven feet require a building permit. Staff has included a condition that more information be provided about the fence including dimensions and material information for both the western screen fence and the fencing proposed to screen the mechanical equipment and loading area. Nelson CUP, SP and Variance (20-022) 5 September 24, 2020 Signage The ordinance limits signage to one 64-sq. ft. freestanding sign per property and wall signage up to 10% of the wall area of the elevation with the primary building entrance. The applicant’s plan shows two signs on the site, one freestanding sign and one wall sign. Signs may be illuminated according to the standards of Section 84.04 (General Provisions). The freestanding sign is 24.48 sq. ft. in area where 64 sq. ft. is permitted and is 16 ft. high where 16 ft. is allowed. The freestanding sign has been shifted west to allow for future expansion of the right- of-way, but now appears to be located in a parking stall. Staff has included a condition that the sign be relocated out of the parking area in to the landscape area or the parking stall be made into a landscaped island. The primary entrance of the building is located on the east side facing County Road 101 and is approximately 8,142.7 sq. ft. This allows up to 814 sq. ft. of wall signage. The wall sign is 236.7 sq. ft. and appears to comply with sign size requirements, but additional information about lighting and materials will be required with the sign permit. Staff has a condition stating that all signage must comply with ordinance standards. All signs require a permit to be constructed and will be reviewed at the time of permit submittal. Parking Parking setback standards for the I-1 district are 100 ft. from County Road 101, 50 ft. from the new public street and 10 ft. from the side and rear lot lines. The applicant is reducing the parking setback via the flexibility allowed by Section 1060.070 Subd. 2(L) of the Zoning Ordinance. This requires the applicant to provide landscaping beyond the minimum requirements or preserve significant landscaping in the area. The required setback may be reduced to the required front setback from other streets in that district if the applicant provides a minimum of one overstory deciduous tree, one overstory coniferous tree, two ornamental trees and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested or preserves the equivalent number of existing trees and shrubs. These materials must be provided in addition to the minimum landscape requirements. This would allow the applicant a reduced parking setback of 50 ft. The applicant is showing a setback of 50.67 ft. The plan shows a total of 95 parking stalls for customer, company, service and overflow parking where a total of 67 parking stalls are required: 36 for retail, 13 for warehousing and 18 for auto service. Additionally, the plans show 20 stalls for vehicle sales and 18 stalls for trailer parking in the southern portion of the site. There is also a service drop-off in the northeast portion of the site for three trucks/trailers awaiting service. 7 of the 18 stalls for trailer parking will be used for snow storage during the winter. Staff supports this method of snow storage with the condition that trailer storage will not be done elsewhere and will be reduced during the winter months. Nelson CUP, SP and Variance (20-022) 6 September 24, 2020 The plans show an area for future building expansion. The applicant has not indicated how this space would be used, but it is reasonable to assume it would be an expansion of the service use. The Zoning Ordinance requires an additional one stall for each service or wash bay. The future expansion would likely be able to hold eight to ten bays. The existing parking would be adequate to support this expansion. Snow storage is shown on the south side of the site and will take up some of the trailer parking located there. Landscaping The applicant’s landscape plan is generally consistent with ordinance requirements by providing landscaping around the buildings and parking lots. The applicant would be required to provide 59 overstory trees and 161 understory shrubs or the equivalent to meet basic requirements. The plans show the site exceeding this requirement. The applicant has shown additional overstory, ornamental and understory trees to allow reduced setback flexibility on CR 101, but did not provide enough information to confirm that the requirements have been met. A total of 70 overstory deciduous trees, 20 overstory coniferous trees, 18 ornamental trees, and 260 understory shrubs are proposed. The applicant has proposed more coniferous trees and understory shrubs than are required to provide additional screening along the parking lot to block headlights and along the southwest corner to increase screening from the residential uses to the south and west. Staff believes the placement of the plantings along the southwest corner and the west side of the property will provide adequate screening. Staff continues to be concerned that the landscaping along County Road 101 may conflict with the future planned water main. Staff has included a condition that the applicant continue to work with staff to coordinate the landscaping to ensure no conflict exists. Streets/Access Access to the site would be provided via a new 40-foot wide public street easement along the north property line. The applicant would construct a private driveway in this public easement and would be responsible for their portion of the public street improvement when it is constructed in the future. This would be similar to the private improvements allowed in a public right-of-way for Park Place Storage on the west side of Corcoran. These private improvements would be allowed with an encroachment or license agreement. Additionally, the applicant will be required to comply with the recommendations of the City Engineer’s feasibility study dated July 2020. The site will be accessed by a single driveway off this new private drive in the public easement. The applicant has requested a variance to allow a new 50 ft. wide curb cut where 32 ft. is allowed. The variance is discussed later in the staff report. Hennepin County has provided comments on this and support the location of the access but will require a full northbound left and southbound right-turn lane. A right-of-way easement is required along the road to the north for the turn lane along County Road 101. Additional right-of-way easements will Nelson CUP, SP and Variance (20-022) 7 September 24, 2020 be required for a turn lane on the proposed shared road. These public improvements would be designed and bid by the City and paid for by the developer. The developer will be required to enter into a development agreement with the City prior to beginning construction. The development agreement will outline the costs of public and private improvements and establish required responsibilities, fees and financial guarantees. Utilities Sanitary sewer services are available to the site, but water has not been extended from the City of Maple Grove to the site. The City of Maple Grove water does serve the adjacent Bellwether residential development. The agreement between the City of Corcoran and the City of Maple Grove for this water extension included limits on which parcels would be served. This site is not included in the current water agreement with Maple Grove. Two water options are available to the proposed project: 1. Request City negotiate amendment to the Maple Grove agreement and allow an interim supply from Maple Grove via the Corcoran system. • Maple Grove connection fees would be charged and • Corcoran water connection and TLAC fees would be charged when Corcoran system is available, currently planned to be available in 2022/2023. 2. Construct a private well with rural fire protection that requires a storage tank for fire suppression for an interim use. • The watermain will be installed now, but service will be provided by a private well until the City system is available. • All water TLAC and connection fees would be paid when Corcoran system is available, currently planned to be available in 2022/2023. A feasibility study was done by the City Engineer. The applicant will be required to comply with the recommendations of the City Engineer’s feasibility study dated July 2020. If a connection with the City of Maple Grove cannot be established, a private well with fire suppression should be able to adequately serve the site. Lighting The applicant has submitted a photometric plan that does not meet the requirements of the Zoning Ordinance. The photometric plan must show footcandles out to the property line or centerline of a public street. The plans submitted by the applicant appear to have some information around these points, but some of the information is illegible and some is unclear. Staff has included a condition that plans be revised to show this. The lighting fixtures that the applicant is proposing have a heights that vary between 20 ft., 25 ft. and 30 ft. Exterior lighting height is limited to be either 30 ft. or the roofline of the principal building, whichever is less. The building is shown on the elevations to be 28 ft. Therefore, exterior lightning Nelson CUP, SP and Variance (20-022) 8 September 24, 2020 cannot be taller than 28 ft. Staff has included a condition that plans be revised to show compliance. This will require the lighting plan to be updated to reflect the lower pole height. Detail sheets were provided for the proposed lighting fixtures for the property; however, they all seem to show the same fixture. The plans note that seven different types of lighting will be used. Staff has included a condition that the rest of the detail sheets be submitted. The detail sheets provided to the city do not detail the lighting base. Generally, lighting is placed upon a base that can add extra height to the fixture. Staff has included a condition that detail sheets include information about the base to which lighting poles will be affixed is provided to ensure compliance with the height limitations. The Zoning Ordinance does not require landscape islands in parking lots in this area of the City. Staff is concerned that exterior lighting that is located in the middle of the parking lots and drive aisles may conflict with the traffic moving through the area. The applicant has provided turning radius exhibits. Exhibit “1 Site Plan – Vehicle Tracking” and Exhibit “3 Trailer Parking” both appear to conflict with the lighting that is placed to the west of the Service Overflow Parking area. Parks and Trails The Comprehensive Plan shows a future on- and off-road trail running north to south on the east and west sides of the parcel, respectively. The on-road trail on County Road 101 will be constructed by the County when the road is improved. The trail on the west is planned on the other side of the wetland. This property is not being subdivided; therefore, park dedication is not required. Wetlands and Environment There are significant wetlands on site. The wetland delineation has been approved and the plans must be revised to reflect the approved delineation. The applicant does not appear to be impacting the large DNR wetland on the west portion of the site but does show a significant impact to the wetland in the southeast portion of the site. The applicant has filed for a wetland mitigation permit but had not yet received approval. The wetlands on the site have been identified as a medium quality wetland and require a 25 ft. average buffer and a 15 ft. structure setback from the buffer (40 ft. total). The applicant is currently showing averaged buffers throughout the property which comply with the requirement. Stormwater Management Ponding is planned for the northwest and southwest portion of the site. The ponding must provide treatment and rate control. The applicant has addressed many of the concerns of the City Engineer, but a few remain which are noted in the City Engineer’s memo. A feasibility study was done by the City Engineer. The applicant will be required to comply with the recommendations of the City Engineer’s feasibility study dated July 2020. Nelson CUP, SP and Variance (20-022) 9 September 24, 2020 Sound Source Plan The applicant has submitted a sound source plan that details sound control measures that they will implement. The applicant has stated that a sound muffling system will be used on air tools which significantly reduce sound. Some work may be performed outside when monitoring a truck is needed, but modern trucks are now designed with sound reductions in mind. The applicant has also submitted a letter of support from Mayor Marv Calvin from the City of Willmar. Nelson International has been located in Willmar since 1962 and there have been no complaints regarding the business there. Staff notes that the applicant is required to comply with the Minnesota Pollution Control Agency’s noise standards for all activities. The City does not limit hours of business operations. However, construction work is not allowed between the hours of 10:00 p.m. and 7:00 a.m. on Monday through Friday, and 9:00 p.m. and 9:00 a.m. on weekends and holidays. Building Material Variance The applicant previously had requested a variance from Section 1060.050 C(1) to exceed 20% of the exterior finish being metal wall panels. Plans have been revised following the August 3, 2020 Planning Commission meeting. The plans now comply with the building standard and a variance is no longer required. Driveway Variance The variance is for the 50 ft. curb cut where 32 ft. is allowed. The City Code requires compliance with the City Engineering Design Standards, which limits commercial driveway width to 32 feet at the right-of-way (Engineering Detail STR-13). The City has consistently applied this standard to other commercial and industrial areas, including the downtown industrial sites. Staff believes that a 50 ft. curb cut would be appropriate in this situation, due to the potential of traffic stacking and spilling out on to County Road 101. The burden of proof is on the applicant to show that all of the following criteria have been met: 1. That there are practical difficulties in complying with the Zoning Ordinance. The applicant has stated that a variance for the curb cut width is required because a 32 ft. driveway does not allow for a truck to enter and exit the site at the same time. The City Engineer notes that it is typical for a vehicle to yield while another is traveling through the driveway thereby eliminating this issue. However, the revised plans have shifted the entrance to the site east and there is now potential for stacking to occur and to spill out onto County Road 101. The City Engineer supports the variance for this temporary condition. When the new public street is constructed along the north side of the property, the applicant will be required to remove the curb cut and relocate it to the west side of the site. The future curb cut will not have the same potential issues with traffic stacking on to the County Road and will be required to be 32 feet wide per city standards. Staff supports the variance for the above reasons. Nelson CUP, SP and Variance (20-022) 10 September 24, 2020 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. Access to the site will be provided from a street easement for a future street and no other properties will use this street easement for access until the public street is constructed. The applicant is proposing to locate a temporary access on the east side of the site to reduce the cost of constructing a temporary driveway in the public easement. This is a unique circumstance that is temporary until the public street is constructed. The larger curb cut is needed to ensure that trucks do not back up onto County Road 101, but will be removed when the public street is completed in the future. 3. That the granting of the variation will not alter the essential character of the locality. The curb cut variance is a temporary measure until the road is constructed in the future. The essential character of the locality will not be affected. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The variance is only temporary and the eventual final placement and size of the curb cut will be in harmony with the general purposes and intent of the Ordinance. 5. The variance is consistent with the Comprehensive Plan. The variance would be consistent with guiding the area for Industrial uses. 6. The City may impose conditions on the variance to address the impact of the variance. Staff recommends a condition that the curb cut be reconstructed in the future when the future public road is constructed. Conditional Use Permit The applicant is proposing a motor vehicle repair and sales use within the Light Industrial zoning district. Section 1040.125, Subd. 4 of the Zoning Ordinance allows the landowner to request a CUP to allow the use if the following conditions are met: Motor Vehicle, Boat or Equipment Repair 1. All servicing of vehicles and equipment shall occur entirely within the principal structure. 2. To the extent required by State law and regulations, painting shall be conducted in an approved paint booth, which thoroughly controls the emission of fumes, dust, or other particulated matter. 3. Storage and use of all flammable materials, including liquid and rags, shall conform with applicable provisions of the Minnesota Uniform Fire Code. Nelson CUP, SP and Variance (20-022) 11 September 24, 2020 4. Parking, driveway, and circulation standards and requirements shall be subject to the review and approval of the City and shall be based upon the specific needs of the operation and shall accommodate large vehicle equipment and semi- trailer/tractor trucks. 5. The storage of damaged vehicles and vehicle parts and accessory equipment must be completely inside a principal or accessory building. 6. The sale of products other than those specifically mentioned in this Section shall be subject to a separate conditional use permit Motor Vehicle, Boats and Equipment Sales. 1. All sales shall occur on one lot. 2. Parking areas for the outside storage and sale of vehicles, boats and trailers, shall be on impervious surface, either bituminous, concrete, or approved equivalent. 3. Interior concrete or asphalt curbs shall be constructed within the property to separate driving and parking areas from landscaped areas. 4. All areas of the property not devoted to buildings or parking areas shall be landscaped in accordance with this Ordinance. 5. Off-street parking shall be provided for customers and employees in accordance with this Ordinance. 6. Parking for a motor vehicle, boat, or trailer sales shall not be less than 9 ft. wide by 18.5 ft. in length. The applicant will be in compliance with the operations requirements and staff has included this as a condition. Additionally, the use must comply with the Conditional Use Permit standards in Section 1070.020 of the Zoning Ordinance. Specifically: 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 establishes the industrial corridor that is guided. 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 use is allowed within the I-1 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. Nelson CUP, SP and Variance (20-022) 12 September 24, 2020 The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The subject property is separated from the other uses and the applicant is proposing additional screening. 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 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. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Through the private investment of the applicant, the public facilities and services can be reasonably provided. 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 Light Industrial District. The applicant has stated painting will not be a service that is provided, parking, driveway and circulation have been designed to accommodate larger vehicles and all work done on the site and any damaged vehicles will be stored inside a principal or accessory building. 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. 6. Conclusions Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Zoning Plan and Zoning Ordinance and finds that the standards for a site plan and CUP to allow the site to be used for motor vehicle, boat or equipment repair and sales have been met. The proposed use is the type of use long envisioned for this industrial area of the City and staff has included conditions to address outstanding issues. The conditions may result in changes to the site plan, but staff believes the issues can be resolved to move forward with the development. Staff finds that the variance standards have been met and recommends approval of the requested variance. Nelson CUP, SP and Variance (20-022) 13 September 24, 2020 7. Recommendation Move to adopt Resolution 2020-75 approving the site plan, the conditional use permit and variance. Attachments 1. Resolution 2020-75 approving Site Plan, Conditional Use Permit and Variance 2. Site Location Map 3. Engineer’s memo dated September 17, 2020 4. Development Contract 5. License Agreement 6. Applicant’s Narrative received August 17, 2020 7. Site Plans dated September 15, 2020 8. Landscaping Plan dated August 17, 2020 9. Building Plans dated June 6, 2020 10. Elevations dated August 17, 2020 11. Sign Plans dated August 9, 2020 12. Turn Radius Exhibit dated August 17, 2020 13. Sound Source Control Plan 14. Letter of Support from City of Willmar Mayor dated August 12, 2020 15. Public Comment: Dennis and Jan Stieg received July 30, 2020 City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-75 Page 1 of 5 Motion By: Seconded By: APPROVAL OF A SITE PLAN, CONDITIONAL USE PERMIT AND VARIANCE FOR NELSON INTERNATIONAL AT 10409 COUNTY ROAD 101 (PID 01-119-23-41-0001) (CITY FILE NO. 20-022) WHEREAS, Nelson International is requesting approval of a site plan and conditional use permit to allow a motor vehicle repair and sales use within the Light Industrial zoning district and a variance for a larger curb cut than allowed on property legally described as follows: Lot 1, Block 5, Bellwether 2nd Addition WHEREAS, the Planning Commission has reviewed the site plan, conditional use permit and variance at a duly called public meeting 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, subject to the following findings and conditions: 1. A site plan and conditional use permit are approved to allow for the construction of a building addition as shown on application and plans received by the City on May 27, 2020, and additional information received June 23, 2020, July 2, 2020, July 14, 2020, July 17, 2020, July 18, 2020 and September 15, 2020, except as amended by this resolution. 2. The applicant must comply with the City Engineer’s memo dated September 17, 2020. 3. All plan sheets must be updated to comply with the site plan dated September 15, 2020. 4. No approvals are granted for the future expansion shown on the plans. A new application for a site plan/conditional use permit amendment would be required when the expansion is proposed. 5. The variance for a 50 ft. curb cut width where 32 ft. is allowed is approved based on the following findings: a. The applicant has stated that a variance for the curb cut width is required because a 32 ft. driveway does not allow for a truck to enter and exit the site at the same time. The City Engineer notes that it is typical for a vehicle to yield while another is traveling through the driveway thereby eliminating this issue. However, the revised plans have shifted the entrance to the site east and there is now potential for stacking to occur and to spill out onto County Road 101. The City Engineer supports the variance for this temporary condition. When the new public street is constructed along the north side of the property, the applicant will be required to remove the curb cut and relocate it to the west side of the site. The future curb cut will not have the same potential issues with traffic stacking on to the County Road and will be required to be 32 feet wide per city standards. Staff supports the variance for the above reasons.. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-75 Page 2 of 5 b. Access to the site will be provided from a street easement for a future street and no other properties will use this street easement for access until the public street is constructed. The applicant is proposing to locate a temporary access on the east side of the site to reduce the cost of constructing a temporary driveway in the public easement. This is a unique circumstance that is temporary until the public street is constructed. The larger curb cut is needed to ensure that trucks do not back up onto County Road 101, but will be removed when the public street is completed in the future. c. The curb cut variance is a temporary measure until the road is constructed in the future. The essential character of the locality will not be affected. d. The variance is only temporary and the eventual final placement and size of the curb cut will be in harmony with the general purposes and intent of the Ordinance. e. The variance would be consistent with guiding the area for Industrial uses. f. Staff recommends a condition that the curb cut be reconstructed in the future when the future public road is constructed. 6. A conditional use permit is approved to allow for motor vehicle, boat or equipment repair and sales subject to the following findings: a. Motor vehicle repair and sales are a conditional use in the Industrial zoning district. The use is a conditional use as it requires specific conditions to be met. The applicant will be in compliance with the operations requirements. b. The proposed use will comply with the standards for Motor Vehicle Repair in Section 1040.125, Subd. 4 (C) of the Zoning Ordinance. Specifically: i. All servicing of vehicles and equipment shall occur entirely within the principal structure. ii. To the extent required by State law and regulations, painting shall be conducted in an approved paint booth, which thoroughly controls the emission of fumes, dust, or other particulated matter. iii. Storage and use of all flammable materials, including liquid and rags, shall conform with applicable provisions of the Minnesota Uniform Fire Code. iv. Parking, driveway, and circulation standards and requirements shall be subject to the review and approval of the City and shall be based upon the specific needs of the operation and shall accommodate large vehicle equipment and semi-trailer/tractor trucks. v. The storage of damaged vehicles and vehicle parts and accessory equipment must be completely inside a principal or accessory building. vi. The sale of products other than those specifically mentioned in this Section shall be subject to a separate conditional use permit. c. The proposed use will comply with the standards for Motor Vehicle Repair in Section 1040.125, Subd. 4 (D) of the Zoning Ordinance. Specifically: i. All sales shall occur on one lot. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-75 Page 3 of 5 ii. Parking areas for the outside storage and sale of vehicles, boats and trailers, shall be on impervious surface, either bituminous, concrete, or approved equivalent. iii. Interior concrete or asphalt curbs shall be constructed within the property to separate driving and parking areas from landscaped areas. iv. All areas of the property not devoted to buildings or parking areas shall be landscaped in accordance with this Ordinance. v. Off-street parking shall be provided for customers and employees in accordance with this Ordinance. vi. Parking for a motor vehicle, boat, or trailer sales shall not be less than 9 feet wide by 18.5 feet in length.. d. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. i. The proposed building complies with the goals of the Comprehensive Plan. The project establishes the industrial corridor that is guided. ii. The establishment of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort of the community. The use is allowed within the I-1 district. iii. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The subject property is separated from the other uses; however, additional screening is required in the southwest corner of the site to buffer overhead doors and parking from adjacent residential. iv. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Through the private investment of the applicant, the public facilities and services can be reasonably provided. vi. The conditional use conforms to the applicable regulations of the Light Industrial District. The applicant has stated painting will not be a service that is provided, parking, driveway and circulation have been designed to accommodate larger vehicles and al work done on the site and any damaged vehicles will be stored inside a principal or accessory building. vii. Staff has analyzed the performance standards of this Chapter and finds that the building conforms to other standards specified in the Zoning Ordinance. 7. The applicant will install the public watermain, but water service will be provided by a private well until municipal water is available. The land owner will connect to municipal water when available. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-75 Page 4 of 5 8. The applicant shall connect to municipal sanitary sewer. 9. The applicant shall provide additional fence details for review and approval by the City. a. Material and dimension details should be provided for any planned fencing. b. Fencing over seven feet high will require a building permit. 10. The freestanding sign shall be relocated outside of the parking area or the parking stall be converted to a landscape island. 11. A revised lighting plan is required to be submitted for review and approval by the City. a. The photometric plan shall be revised to clearly show the foot-candle measurements across the entire property to the property line or centerline of a public street. b. The plans shall be revised to show lighting fixtures that are limited to be either 30 ft. or the roofline of the principal building, whichever is less. c. The applicant shall submit detail sheets for each exterior lighting fixture. Base details shall be included with the detail sheet. 12. The applicant shall continue to work with city staff to coordinate landscaping to ensure no future conflict with the planned watermain along County Road 101. 13. Trees, ponds and other private improvements shall located outside of the public street easement. 14. A 76-foot parking setback will be required from the existing north lot line. 15. The applicant must provide the street easement documents in recordable form for review and approval by the City. 16. Drainage and utility easements must be provided to the city in recordable form for review and approval by the City Attorney. 17. The developer shall enter into a license agreement to allow for the use of a private drive on City land along the north lot line. The document must be provided to the City in recordable form for review and approval by the City Attorney. 18. The developer shall enter into a development contract after plans are revised to address the conditions above and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. 19. A building permit is required prior to beginning construction. 20. All signage must comply with ordinance standards. All signs require a permit in order to be constructed and will be reviewed at the time of permit submittal. 21. FURTHER, that the following conditions be met prior to issuance of building permits: a. The applicant shall submit any and all necessary permits to Hennepin County for septic system abandonment on site and provide proof of application to the City. City of Corcoran September 24, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-75 Page 5 of 5 b. The applicant shall submit any and all necessary permits to the State of Minnesota for the construction of a well and provide proof of application to the City. c. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. d. Record the approving resolution, required easements, development contract and license agreement at Hennepin County and provide proof of recording to the City. 22. FURTHER, any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. 23. 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 Whereupon, said Resolution is hereby declared adopted on this 24th day of September 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: 0111923410002 Address: 10409 CO RD NO 101, CORCORAN Owner Name: 101 FARMS LLC Acres: 21.79 ¯ Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works, From:Kent Torve, PE Date:August 26, 2020_Updated September 17, 2020 Subject:Nelson International – Plan Review Comments Documents revised August 17th, 2020 have been reviewed for the proposed Nelson International Site. The following comments should be addressed and the prior review memo and July 2020 Feasibility Study remain relevant. Additional reviews are to be expected as the project moves forward. Please provide written response to this review memo. Comments reflect construction plans dated August 17th, 2020 however a supplemental site plan dated September 15th, 2020 was reviewed. (No additional stormwater or utility plans were submitted with the supplemental site plan.) Format Items shown as XXXXXXX have been addressed, remaining comments are shown in red. Highlighted items are additional notes for revisions. 0.0 Overview Significant issues remain and include: 0.1 Ponding (live storage) is insufficient and modifications will affect site layout. WMO will have stormwater comments also. 0.2 North 40’ easement is future road ROW, requires a license agreement, and no permanent features shall be installed. This includes ponding. 0.3 Additional 10’ drainage and utility easement adjacent to the 40’ easement is required. 0.3.1 Parking lot or other permanent site improvements should not be located within the Drainage and Utility easement. 0.4 Additional stormwater comments have been included in separate memo. 1.0 Transportation 1.1 Radii at entrance from County Road 101 to be coordinated with turn lane design as completed by the City of Corcoran which are financed by the developer. As noted in the Feasibility Study, terms of the financing of such improvements and establishment of associated escrow accounts shall be coordinated with city staff as part of development approval. 1.2 Private driveway width is shown larger than 32’ per City Standards. 1.2.1 A variance is needed and due to location near CSAH 101 engineering supports the need to mitigate potential stacking on CSAH 101. This temporary access will be eliminated when City street constructed. 2 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx 1.3 The 75’ radius for the northern parking lot site exit is larger than would be typical for a commercial/industrial site. Applicant shall show ultimate access layout on plans which would accommodate future City road. 1.4 By-pass lanes are not expected to be allowed by Hennepin County. Easements will be required on Nelson Property and adjacent property to the north and shall be the responsibility of the developer. 1.5 Additional tree impact may be needed as part of offsite improvements. Final impacts will be determined at time of plan production. 1.6 The private drive is planned to be improved by City to public street in the future per feasibility study. 2.0 Water 2.1 Watermain to be constructed to City specifications. 2.2 Hydrants to be installed at 500’ spacing and at high points in watermain. Provide profile to verify. 2.3 Temporary hydrants to be installed at the end of dead end lines. 2.4 If watermain is to be installed along property line, applicant to obtain easements from adjacent property owner. 2.5 Install water valves along watermain route. 2.5.1 Install an 8-inch gate valve at the connection on the west side of the property. 2.5.2 Install 12-inch butterfly valve north of service connection tee. 2.6 Maximum bend/deflection angle on all watermain to be 45-degrees. 2.7 Size and material to be clearly identified on plans, including both fire and domestic service. 2.8 Domestic and fire services to be separate outside of building with shut off valves on each. Meter is only required on domestic service. 2.8.1 Service lines to building to have valves and or curb stops at edge of easements so they can be accessed by city staff. 2.9 Private well to be located outside of watermain easement. Well to be installed away from adjacent utilities per MDH standards. Submit permit to City when obtained. 2.10 North/South watermain to be offset in the easement due to slope; watermain located 20’ east of back of curb within a 30’ easement as measured from back of curb. 2.10.1 The applicant may consider installing a valve prior to the 12-inch water stub to the south to avoid future water interruption at the time of future connection by others. 2.11 Coordinate landscaping along CSAH 101 with Planning and Engineering. 2.11.1 Engineering recommends installing north south watermain 32’ from the current County Road 101 right-of-way. Some slight deviation may be necessary to avoid or minimize landscaping conflicts. 3 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx 2.12 Per City policy watermain shall be required to be installed through the site at applicant’s cost with credits provided for upsizing. Applicant shall install their individual water system at this time and system shall be capable of connection to the City water system at such time as required in the Developer’s Agreement. 2.13 The length of 12” watermain constructed onsite is 1,528 feet. City of Corcoran crediting policy provides for a $10/ft credit, this would equate to a credit of $15,280 for the applicant. 3.0 Sewer 3.1 Applicant should provide shop drawings for proposed connection to sanitary manhole and provide detailed drawings on connection at time of building permit. 3.1.1 Outside drop detail shown is for a new manhole structure. Provide additional details specific to connecting to the existing City structure. 3.1.2 Drop structure to be lined per City details. 3.1.3 Applicant shall remove existing cone section and place full barrel sections to adjust sanitary manholes. All joints shall be wrapped per city standard details. 3.2 Provide shop drawings for the proposed sanitary manhole adjustments on the north property line. 3.2.1 Applicant shall remove existing cone section and place full barrel sections to adjust sanitary manholes. All joints shall be wrapped per city standard details. 3.3 Provide clarification on the facility’s sanitary sewer pipe material. Plan notes call out both SDR-26 and SCH 40. 4.0 Storm Sewer, Grading, and Stormwater Ponding/Biofiltration 4.1 Plan changes will occur and reflect stormwater changes discussed in attached stormwater memo. 4.2 Due to site constraints, the City recommends considering a NURP Pond with filter shelf to meet WMO stormwater requirements. These have been permitted by WMO and are typically more cost effective and lower maintenance than filtration basins. 4.3 NW biolfiltration (P2) basin to be relocated outside of the existing drainage and utility easements and outside of 40’ Roadway Easement (future ROW). Storm Sewer 4.4 The City recommends changing storm sewer pipe material of storm sewer to RCP or PVC. City recommendation is to limit HDPE use to green space. 4.5 Storm sewer will be revised based on revised ponding to improve insufficient pipe cover. Top of storm sewer pipes are shown in the pavement section. City recommends lowering top of pipe to below the proposed pavement section. 4.6 Provide energy dissipation at flared end sections per City detail plate. 4.7 Provide individual OCS details. OCS to be constructed per City details. 4 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx 4.7.1 Front of OCS to be set at HWL 4.7.1.1 Basin #1 is designed 0.3’ above HWL 4.7.1.2 Basin #2 is designed 0.7’ above HWL 4.8 Provide draintile location, elevations, and material in plan view of the biofiltration basins. 4.9 Provide piped inlet and weir walls on OCS. 4.10 City recommends installing an additional catch basin in the east curb line across the access from CBMH 2. Catch basin calculations will verify ponding depths. 4.10.1 Future entrance shall be incorporated into stormwater management plan. 4.11 Culvert at CSAH 101 alignment has not been approved. Culvert to be reviewed when more information on watermain depth is available. Grading 4.12 All grading to be no steeper than 3:1, or a retaining wall will be required. Portions of the western edge appear to exceed requirement. 4.13 EOF for north and south biofiltration basins to be set at 1’ above HWL. Top of berm to be constructed minimum 6” above EOF elevation. 4.14 Submit volume calculations that forebay on biofiltration basins provides the required 10% of the 1-inch event volume. 4.14.1 City recommends riprap within the forebay. 4.15 Adjacent property approvals required for grading and wetland fill. 4.16 Applicant shall obtain all required permits for wetland impacts as part of the project including any offsite wetland impacted. 4.17 Provide 15’ maintenance access bench on biofiltration basins to access outlet control structures. 4.18 Provide NWL on biofiltration basin. 4.19 Property to the south has drainage directed north to Nelson. Grade swale to east and west to convey drainage without blocking flow. 4.20 Trees placed on outside of berm may impact the long term operation of filtration basin. Consider moving trees to alternate location which does not impact basin maintenance. 5.0 Erosion Control 5.1 City of Corcoran is an MS4 city and site visits will be conducted weekly 5.2 Compliance with developer’s (owner) MS4 permit will be monitored. 6.0 Wetlands and Permits 6.1 Provide actual wetland delineations. Areas marked per old lathe locations to be updated to reflect actual approved delineation limits. 6.2 A permanent wetland buffer monument shall 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. 6.3 City to review MPCA sewer extension permit prior to submittal. Owner to submit copy of permit to City after approval. 5 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx 6.4 Owner to submit copy of MDH watermain extension permit and private well permit to City after approval. 6 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx 7.0 Easements and Encroachment Agreements 7.1 Provide easement figures for the watermain, private drive, and turn lanes. 7.2 Show existing City easements on plans, specifically show easements cover wetlands and utilities to the west. Any site improvements located within existing easements shall be reviewed by city staff and will require an encroachment agreement if approved. 7.3 License agreement is required for any improvements placed in the northern 40’ roadway easement. This agreement will include but is not limited to: street lights, landscaping, signs, etc. 7.4 Encroachment agreement required for any signage within watermain (utility) easement. 7.5 An additional 10’ drainage and utility easement shall be provided south of the 40’ roadway easement. End of Memo 7 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #3_2020_0817\_Wenck Review\Nelson International Plan Review_Sep 2020_to packet.docx Attachment A Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To:Kevin Mattson, PE Public Works Director From:Kent Torve, P.E., City Engineer Date:August 26, 2020, Updated September 16, 2020 Subject:Stormwater Management Review This is the third iteration of stormwater comments. Earlier reviews were conducted for the concept and CUP applications review Loucks has further revised the site layout and calculations and comments are as follows: 1.0 Modeling Revisions General 1.1 Pond footprint may change due to required NWL starting elevation adjustment. 1.1.1 Revised site plan does not appear to show larger footprint. Additional detention may require retaining walls for increased pond storage. 1.2 Submit electronic model for review. 1.3 Pervious (greenspace) proposed CNs for disturbed area should be D soils in fair condition to reflect effect of compaction during construction. Acceptable greenspace CN in Corcoran is 84. 1.4 Starting water elevation shall be set at the orifice in the weir wall. This value is shown as 935.2/935.3 for 1P/2P. Catch Basins 1.5 Inlet capacity calculations are under review. 2.0 Plan Comments 2.1 Draintile shall have an invert a minimum of 6 inches above the outlet pipe to allow free flow. 2.2 Utilize City standard details with separate detail for each OCS. 2.3 No discharge allowed across filtration shelf from stormsewer. Typically tile runs are separated at the FES rather than continuous around the pond. (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) NELSON INTERNATIONAL CONTRACT dated ____________________, 2020, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and NELSON LEASING, DBA NELSON INTERNATIONAL (the “Developer”). 1. REQUEST FOR PROJECT APPROVAL. The Developer has asked the City to approve a project for Nelson International (referred to in this Contract as the "project"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PROJECT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the corresponding resolution 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 project, 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 approving resolutions, 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 sentence have been satisfied for the grading plan. 4. DEVELOPMENT PLANS. The project 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 - 2 – Plan A –Site Plan, dated 9/15/2020 Plan B – Existing Conditions, dated 8/17/2020 Plan C – Demolition Plan, dated 8/17/2020 Plan D – Final Grading Plan, dated 8/17/2020 Plan E – Stormwater Pollution Prevention Plan, dated 8/17/2020 Plan F – Utility Plan, dated 8/17/2020 Plan G – Landscape Plan, dated 8/17/2020 Plan H – Photometric Plan, dated 8/17/2020 Plan I – Sign Plan, dated 8/18/2020 5. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • 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 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. - 3 – The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 6. OFF-SITE PUBLIC IMPROVMENTS. The City intends to make improvements to County Road 101 at the intersection of the future public street providing access to the site. 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: The developer shall provide a financial guarantee to the City for the cost of the County Road 101 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. 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. 7. 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. 8. 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 • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • Watershed Permits 9. 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. 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. - 4 – 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with development. 11. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via County Road 101. No construction traffic is permitted on other adjacent local streets. 12. GRADING PLAN. The site shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "D". The plan shall conform to City of Corcoran Engineering Design Standards. 13. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan D, 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 project is in full compliance with the approved erosion control plan. 14. 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: • Contractor’s Certificate • Engineer’s Certificate • Land Surveyor’s Certificate 15. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This project is not able to connect to the public watermain at this time, but will be subject to a watermain/storage trunk line area charge (TLAC). The developer shall connect to the City watermain when it becomes available. When the site connects to public water in the future, TLAC will be required based on the fee schedule in place at that time. 16. WATER CONNECTION CHARGE. This plat is subject to a water connection charge for one unit. The developer shall pay the water connection charge at the time the site connects to City water and shall be cash at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 17. CREDIT FOR OVERSIZING OF WATERMAIN. The Developer is eligible for credit for oversizing watermain where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the cost estimate against standard watermain construction project costs developed by the City Engineer for the minimum required line size constructed in similar conditions. The additional work for Phase 1 water is limited to oversizing the 8-inch line to 12-inch line at $10 per lineal foot. The total credit for oversize watermain is $15,280.00. Credit will be given when the watermain TLAC is paid. - 5 – 18. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This project is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 8.2 net acres (based on pre-developable area) x $6,980.00 per acre = $57,236.00. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 19. SANITARY SEWER CONNECTION CHARGE. This project is subject to a sanitary sewer connection charge calculated as follows: 1 units x $1,195.00 per unit = $1,195.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 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.. 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 project. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 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. - 6 – 23. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the project, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the project, 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 project. 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 project 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 site, 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 project development: A. Compliance with the conditions of the original approvals for the site plan, conditional use permit and variance (Resolution 2020-75). B. The Developer must obtain a sign permit from the City Building Official prior to installation of any signs. C. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. D. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. - 7 – 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 site, 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. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding easements and encroachment agreements, as approved by the City Attorney, shall be filed with the approving Resolution. D. 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 approving resolution. 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. E. Third parties shall have no recourse against the City under this Contract. F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. - 8 – H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being developed 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 developed; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer represents to the City that the project 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 project does not comply, the City may, at its option, refuse to allow construction or development work in the site 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 water mains shall be two (2) years from the date of final written City acceptance of the work. B. 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 - 9 – Credit ("security") for $4,299,190.92, 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 $689,660.00 $689,660.00 Sanitary Sewer System $42,965.00 Watermain System $98,500.00 Storm Sewer System $155,160.00 Boulevard and Drainage Swale Sod Pond Construction $63,128.00 $63,128.00 Rain Garden Street and Traffic Control Signs Sidewalk Improvements Trail Improvements Landscaping $319,200.00 $319,200.00 Street Lighting $210,000.00 $155,000.00 Site Grading & Drainage Imp.* $1,568,086.00 $11,386.00 Setting Iron Monuments Tree Preservation and Reforestation Wetland Buffer Monuments $700.00 $700.00 SUB-TOTAL: $450,000.00 $3,147,399.00 $3,597,399.00 Design, Admin, Insp, As-Builts (8%) $251,791.92 $251,791.92 Total: $450,000.00 $3,849,190.92 $4,299,190.92 Total Project Cost $4,299,190.92 (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. *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) iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) - 11 – 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 project approval: Sanitary Sewer Trunk line area charge (TLAC) $ 57,236.00 Engineering Escrow $ 35,000.00 County Road 101 Turn Lane Improvements Design Escrow $ 50,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 142,236.00 31. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer and Jim Bullis, Developer’s Attorney, 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 Lot 1, Block 5, Bellwether 2nd Addition {00235284.DOCX-1} TEMPORARY LICENSE AGREEMENT This non-exclusive Temporary License Agreement (“License”) is entered into between Nelson Leasing, dba Nelson International (“Nelson International”) and the City of Corcoran, Hennepin County, Minnesota (the “City”), Nelson International and the City are sometimes collectively referred to herein as the “parties”. RECITALS WHEREAS, the City owns the right-of-way located in the City of Corcoran and legally described as: 105th Place within the Bellwether 2nd Addition Plat (“City Right-of-Way”) WHEREAS, Nelson International owns real property adjacent to the City Right-of-Way and desires to use the City Right-of-Way to construct and maintain a 32-foot wide private roadway over the eastern 135 feet of 105th Place; and WHEREAS, the City has determined to grant Nelson International a non-exclusive temporary license for this purpose, until such time as the City constructs a public roadway within the City Right-of Way, under the terms and conditions outlined in this License. NOW, THEREFORE, in consideration of the mutual covenants contemplated herein, the sufficiency of which is acknowledged by both parties, the parties hereto agree as follows: 1) City hereby grants Nelson International a non-exclusive Temporary License for use by Nelson International on the above-described City Right-of-Way for the benefit of the Nelson International Parcel, to construct, use, and maintain a 32-foot wide private roadway for ingress and egress within that portion of the City Right-of-Way. 2) The private roadway shall be placed exclusively over the eastern 135 feet of 105th Place, shall be built to City standards, and shall be subject to approval by the City. 3) Maintenance of the private roadway shall be the exclusive obligation of Nelson International and all costs associated with the maintenance of the same shall be the exclusive responsibility of Nelson International. The private roadway shall be kept at all times in a state of reasonable repair to be suitable for its intended use as a private roadway. 4) This License shall terminate upon 30 days’ written notice from the City of Corcoran, at a time when the City initiates a construction project to construct a public roadway within the above-referenced City Right-of-Way. When the new public street is constructed, the private roadway within the right-of-way easement will be removed and the access point to the site created by the same permanently closed and the site entrance shall be relocated to the future permanent entrance location shown on the approved site plan. All costs of this removal and relocation shall be borne by Nelson International. 5) Upon the completion of a public roadway within the City Right-of-Way, Nelson International and/or its assigns shall be proportionately assessed for its/their share of the City’s costs in constructing the public roadway and any public utilities within the City Right-of-Way. 6) The City will be permitted to access the City Right-of-Way for purposes of inspection at all reasonable times. 7) Nelson International’s right to use of the private roadway constructed within the City Right-of-Way shall be non-exclusive and the City may separately license other users of the same. 8) Nelson International shall indemnify the City for any damages to the City Right-of-Way, reasonable wear and tear excepted, and it is agreed that the City shall incur no costs for the keeping or maintaining of the private roadway identified above, except that Nelson International shall not be responsible for any damages caused by any separately licensed users of the City Right-of-Way authorized by the City. Nelson International shall indemnify the City and hold the City harmless from any claims, costs, liabilities, and damages, including reasonable attorneys’ fees, which the City incurs due to Nelson International’s use of the City Right-of-Way or Nelson International’s failure to maintain the same as required by this License. 9) At such time as the private roadway contemplated above is abandoned or no longer used as a private roadway by Nelson International, or its successors, this License shall terminate. 10) The undersigned acknowledge and certify that they are duly authorized representatives of their respective entities and empowered to bind their respective entities to all terms and obligations of this License. [SIGNATURES ON PAGES TO FOLLOW] LICENSOR: CITY OF CORCORAN Dated: _________________ ___________________________________ Ron Thomas, Mayor Dated: _________________ ___________________________________ Jessica Beise, Administrative Services Director STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this __________ day of _________________, 2020 by Ron Thomas and Jessica Beise, the Mayor and Administrative Services Director of the City of Corcoran on behalf of the City. _______________________________ Notary Public LICENSEE: Dated: __________________ By:________________________________ Ryan Nelson, President Nelson Leasing, dba Nelson International STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of _______________, 2020 by Ryan Nelson, President of Nelson Leasing, dba Nelson International. _______________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: John J. Thames, Esq. CARSON, CLELLAND & SCHREDER 6300 Shingle Creek Parkway, Suite 305 Minneapolis, MN 55430 763-561-2800 Updated Nelson International Conditional Use Narrative Nelson Leasing (dba Nelson International) has applied for a Conditional Use Permit and previously submitted a narrative for expanding operations to the City of Corcoran. This narrative update addresses recent changes desired by the City’s planning commission and accompanies revised architectural and civil plans highlighting those changes. Listed below are the requested changes as outlined by the City. Site Plan A trash enclosure has been added to the plans. The trash enclosure is on the west side of the building. We have also added a recycling enclosure on the north side of the building as well. The mechanical equipment is shown on the Site Plan just north of the building. We have added a 10-foot-high screen fence 100% opaque along the west edge of the parking lot. The east side of the parking lot adjacent to the customer parking will be screened with a 3-foot hedge row to screen headlights. Parking We have modified the site plan to accommodate stormwater treatment basins. We shifted the north portion of the parking lot to the east 10 feet, resulting in a 50-foot setback. The south portion of the parking lot adjacent to the wetland remains setback 60 feet. Parking stalls have been removed that conflicted with the turning movements. The plan depicts 95 parking stalls for customer, company, service and overflow. There are 18 trailer parking stalls and 20 sales parking stalls. Snow storage area has been added to the plan. Access A future east-west road is depicted on the plans although the design has not yet been determined, this is depicted as a 48-foot-wide road. The owner is planning to construct a private drive to get access from County Road 101. The driveway would be 32 feet wide with radii that would only be as large as needed for a semi-truck with trailer to enter the site. The turning radius exhibit shows that the large radii are needed for a truck to enter the site. This is similar to the downtown Corcoran area where many of the drive entrances are over 32 feet, see attached photos. The owner acknowledges that this driveway will have to be removed when the future road is constructed and that he will be responsible for the cost of re-constructing his entrance to the west. Lighting Plan We have updated the Lighting Plan with the new site layout. The cut sheets have also been included for your review. Sign Plan The sign plan for the facility has been updated per city of Corcoran sign ordinances. Sound Control We have updated the sound control plan for the City of Corcoran review. Wetlands We have modified our Site Plan to shift the parking lot along the wetland to the west so that it meets the 5-foot setback from the wetland buffer. No retaining wall is needed we modified our layout to work with the grades. The wetland buffer area required for a 25-foot average width is shown in the wetland table on the Site Plan. The wetland buffer monuments are now shown on our Site Plan. Stormwater We have modified our stormwater treatment to ponds with a filtration bench in lieu of filtration basins. The northwest pond has been shifted south so it is not in the 40-foot road easement. We meet the City and watershed requirements. Landscaping The plans have been modified with symbols, quantities, names, etc. The counts for the shrubs have been updated. We have provided a 10 high screen wall to screen the loading dock area. The landscape plan now shows a 3-foot-high hedge row adjacent to the customer parking on the east. We have also added some evergreen trees on the west edge of the south pond to help screen from the residential property. Once we determine which direction we will be going with the water, we will add in the hydrants and other details during our Construction Document plan set. We will add more detail on the connection to the existing manhole with our Construction Document plan set. We have modified our storm sewer pipe to be RCP rather than HDPE. Business Narrative The following construction of approximately 35,000 square feet will require space for: truck sales and service including showroom, administrative and sales offices, maintenance & repair and parts storage but most importantly, Nelson’s plan for operations will bring at least 45 new employment opportunities to the area and include some the following details: 1. Hours of operation – 7:00am to 4:00pm and 4:00pm to 12:00 Midnight. 2. 20 trucks serviced per day. 3. Approximately 50 sales customers per day. 4. 20 parts and services deliveries per day. 5. As with all service centers of this nature, there will be a mix of vehicles coming and going including some trucks hooked to a trailer. Nelson International has done their due diligence for this for expansion in Corcoran and has teamed with all necessary engineering to be able to provide comfort in developing this site, not only to themselves but also for the City of Corcoran. All environmental and adjoining property impacts, intended building usage and operations plan, traffic flow and parking provisions, as well as landscaping and buffering have been provided and addressed per the City of Corcoran feasibility study. The following list addresses how Nelson will conform with the City’s requirements: 1. The current City of Corcoran code requires a Conditional Use Permit for motor vehicle repair and sales in the I-1 light industrial zoning district. Nelson International will conduct service to all vehicles which will occur entirely within the principle structure. 2. Nelson does not provide service painting within its facility. 3. All storage and use of flammable materials, including liquid and rags, will conform with applicable provisions of the Minnesota State Fire Code. 4. Parking, driveway, and circulation standards and requirements shall be based upon the specific needs of the operation and shall accommodate large vehicle equipment and semi-trailer/tractor trucks. 5. The storage of damaged vehicles and vehicle parts and accessory equipment will be completely inside a principal or accessory building. Nelson conforms to all City Motor Vehicle, Boats and Equipment Sales regulations by the following: 1. All sales and service provided by Nelson will occur on one lot. 2. Parking areas for the outside storage and sale of vehicles, boats and trailers, will be on impervious surface, either bituminous, concrete, or approved equivalent. 3. Interior concrete or asphalt curbs will be constructed within the property to separate driving and parking areas from landscaped areas. 4. All areas of the property not devoted to buildings or parking areas will be landscaped in accordance with this Ordinance. 5. Off-street parking will be provided for customers and employees in accordance with this Ordinance. Automatic fire protection will be provided throughout the entire building as required by the building code. The sprinkler system will be designed and installed for a light or ordinary group II hazard as defined by NFPA 13. It is anticipated that a demand of 75 PSI while flowing 450 GPM will be required. A storage tank of at least 29,000 gallons will be used for adequate water supply to the suppression system if adequate water supply from the well is unobtainable. Final system requirements will be engineered. In terms of the nature of other uses in the neighborhood, the parcel to the south was re-zoned to commercial as a part of the Bellwether 2nd addition and north is zoned industrial. This site has a large wetland west of the proposed building and parking lot. East of the site is Brockton Lane and then the campground. The future land use shows industrial to the north and south, then residential to the west across the existing wetland. This use is consistent with the zoning map and the future land use plan. Nelson International would like to thank the City of Corcoran for their consideration of this project and looks forward to bringing this successful business to the community. Update of Variance Requests for Nelson International Nelson International is no longer requesting variance approval for the use of TextureClad metal panels and driveway width expansion in the construction of their new facility in Corcoran, Minnesota. Building Exterior Material: Per the Corcoran City Ordinance, Nelson International will conform using a none-metal panel as directed for the majority exterior finish of their new facility. As shown per plan, Nelson will use an EFIS/Stucco material with reveal and color accents throughout the design. Property Entrance: A future east-west road is depicted on the plans although the design has not yet been determined, this is depicted as a 48-foot-wide road. The owner is planning to construct a private drive to get access from County Road 101. The driveway would be 32 feet wide with radii that would only be as large as needed for a semi -truck with trailer to enter the site. The turning radius exhibit shows that the large radii are needed for a truck to enter the site. This is similar to the downtown Corcoran area where many of the drive entrances are over 32 feet, see attached photos. The owner acknowledges that this driveway will have to be removed when the future road is constructed and that he will be responsible for the cost of re-constructing his entrance to the west. NOPARKINGNOPARKINGFUTURE EXPANSION 12,025.00 SF PROPOSED BUILDING 34,088 SF FFE = 944.40 DNR JURISDICTION 932 CONTOUR WETLAND BUFFER BOUNDARY LINE SERVICE PARKING SERVICE PARKINGSERVICE DROP-OFFTRAILER PARKING CUSTOMER PARKINGCOMPANYPARKINGCUSTOMER SERVICE PARKINGSERVICE OVERFLOW PARKINGSALES PARKINGCUSTOMER PARKINGNEW WETLAND BOUNDARY LINE WETLAND BUFFER ZONE CONCRETE DOLLY PAD MATCH EXISTING BITUMINOUS PAVEMENT NO PARKING ACCESS AISLE SIGN (2)-TYP SEE DETAIL TYPICAL ADA PARKING SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL TURN LANE (BY OTHERS) SEE SHEET C2-2 TURN LANE AERIAL OVERLAY CONCRETE SIDEWALK TYP-SEE DETAIL B612 CURB & GUTTER-TYP SEE DETAIL ADA PARKING SIGN (2)-TYP SEE DETAIL 75'R TAPER CURB & GUTTER TO MATCH INTO EXISTING BITUMINOUS 63'R WETLAND BUFFER BOUNDARY LINE WETLAND BUFFER ZONE NEW WETLAND BOUNDARY LINE B612 CURB & GUTTER-TYP SEE DETAIL NEW WETLAND BOUNDARY LINE WETLAND BUFFER ZONE WETLAND BUFFER BOUNDARY LINE WETLAND 1 WETLAND 2 WETLAND 3 2'R 2'R 3'R 6'R 3'R 2'R 5'R 50'R 12' TAPER TO FLAT CURB FLAT CURB TYP-SEE DETAIL 12' TAPER TO FLAT CURB CONCRETE PAVEMENT TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL 40 FOOT ROADWAY EASEMENT 40 FOOT ROADWAY EASEMENT PROPOSED 20' WIDE UTILITY EASEMENT 10' SCREEN FENCE 100% OPAQUE FUTURE PUBLIC ROAD FUTURE ENTRANCE SNOW STORAGE AREA 25'R TRASH ENCLOSURE EQUIPMENT MECHANICAL RECYCLING NORTHBOUND LEFT TURN LANE (BY OTHERS) WETLAND BUFFER SIGN TYP-SEE DETAIL WETLAND BUFFER SIGN TYP-SEE DETAIL WETLAND BUFFER SIGN TYP-SEE DETAIL R30.0 R30.0 47'R 15'R 5'R5'R BASIN 1 W/FILTRATION BENCH BASIN 2 W/FILTRATION BENCH B612 CURB & GUTTER TYP-SEE DETAIL 12 5 18 17 2 8 21 10 18 20 20.00 127.37 40.00 120.25 100.00 12.00 45.00 190.00 12.00 8.00 70.63 60.00 60.00 12.00 45.00 12.00 73.50 75.00 20.00 10.00 12.00 45.00 10.69 50.67 13.50 10.00 77.50 10.00 20.00 30.00 20.5 30.00 5.67 20.00 20.00 5.67 20.00 20.00 20.0 96.6 146.6 61.5 32.0 50.0 11.0 60.0 25.0 25.00 75.90 64.1 6.476.00 45.0 12.0 55.7 N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 09/15/2020 REVISION #1 CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /15 / 2020 9:41 AMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call SITE PLAN C2-1 23 CIVIL LEGEND PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 10' X 20' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. TOTAL PROPERTY AREA: 22.42 AC DISTURBED AREA: 9.48 AC EXISTING IMPERVIOUS AREA: 0.38 AC PROPOSED IMPERVIOUS AREA: 6.825 AC BUILDING SETBACKS: FRONT 100 FT MINIMUM SIDE 20 FT MINIMUM REAR 20 FT MINIMUM PARKING SETBACKS: FRONT 100 FT MINIMUM SIDE 20 FT MINIMUM REAR 20 FT MINIMUM PARKING TOTAL:90 COMPANY, CUSTOMER, SERVICE AND OVERFLOW STALLS 38 SALES AND TRAILER PARKING 3 ACCESSIBLE STALLS 131 TOTAL STALLS DEVELOPMENT SITE OPEN SPACE REQUIREMENT CALCULATION TOTAL SITE = 22.42 AC OPEN SPACE REQUIRED FOR TOTAL SITE = 6.73 AC OPEN SPACE PROVIDED FOR TOTAL SITE = 15.22 AC SITE DATA SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 5. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 6. ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. WETLAND 1 25' WETLAND BUFFER REQUIRED: 5,675 SF WETLAND BUFFER PROVIDED: 5,871 SF WETLAND 2 25' WETLAND BUFFER REQUIRED: 28,321 SF WETLAND BUFFER REQUIRED: 28,450 SF WETLAND 3 25' WETLAND BUFFER REQUIRED: 3,725 SF WETLAND BUFFER REQUIRED: 3,762 SF WETLAND DATA WETLAND BUFFER NOPARKINGNOPARKINGFUTURE EXPANSION 12,025.00 SF PROPOSED BUILDING 34,088 SF FFE = 944.40 3.3% 1. 5 % 942.00 944.47 939.98 943.30 939.00 940.50 943.54 943.82 942.31 943.31 943.73 943.95944.40 944.40 944.40 944.40 944.48944.40 944.40 944.40 944.40 944.40 944.40 943.23 944.21944.00 942.50 943.22 942.30 942.30 943.30 941.15 0.9% 1.6% 1.3%3.1% 2 . 6% 941.50 943.62 944.30 943.30 944.21943.30 944.62 942.86 ±EX 940.59 941.73 942.54 3.4%1.4%2.5%2.1%2.0%2.1%2. 1% 2. 0%1.5%9 4 3 944 941942943 94 2 94 3 944 941942943944941 942 943 944 94 1 94 29429439 4 4943943944944 942935940940933934936937938939935933933934936937938930928929931932933937937938938935936 940939 941 940939941942943944940939941942943945943944946940941942943940 936 937 938 939 941 942 943 941.74 ±EX 945.10 1.0% 939.87935933934936 937 935936EOF 938.71 938.95 938.95 EOF 938.37 938.50 938.50 944.51 943.77 943.88 943.93 943.73 943.93 944.22 944.22 944.40 5.8% 1.5%1.5% 943.77 1.0%1.7%1.9%1.0%943.95 939.11 1.0%3.9 % 943.60 1.5%1.5% 3:1 940.40944.19 943.42 941.30 2.0%9439449409409429 4 2 94094192692792594 0 9 3 9 940 941930931932933934 937938938 9359369409419429 4 3 943943943944 9443:1 3:1 3:1 4:1 5:13:13:1 3:1 4:1 3:13:1 4:1 4:1 4:1 4:13:1 DNR JURISDICTION 932 CONTOUR NEW WETLAND BOUNDARY LINE NEW WETLAND BOUNDARY LINE NEW WETLAND BOUNDARY LINE BASIN 1 W/ FILTRATION BENCH NWL=934.0 HWL=937.7 BASIN 2 W/ FILTRATION BENCH NWL=934.0 HWL=937.3 MAINTENANCE ACCESS ROUTE MAINTENANCE ACCESS ROUTE N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL CONSTRU C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /16 / 2020 1:6 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call GRADING PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. REFER TO THE GEOTECHNICAL EXPLORATION REPORT (REPORT NO. 20-22378), DATED APRIL 15, 2020 AS PREPARED BY AMERICAN ENGINEERING TESTING INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTROLLED. 7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 8. SEE UTILITY PLAN FOR WATER, SANITARY SEWER, AND STORM SEWER INFORMATION. 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 10. COMPACT SOIL WELL FOR BASIN AREAS BELOW FILTRATION BENCH. FUTURE EXPANSION 12,025.00 SF PROPOSED BUILDING 34,088 SF FFE = 944.40 STMH 10 RIM=942.50 INV=936.17 CBMH 4 RIM=942.30 INV=938.14 CBMH 1 RIM=942.50 INV=938.50 CBMH 2 RIM=939.11 INV=935.11 SUMP=931.11 CBMH 9 RIM=940.59 INV=936.45 CBMH 5 RIM=942.30 INV=937.47 CBMH 6 RIM=940.50 INV=936.35 CBMH 7 DOUBLE INLET RIM=939.98 INV=934.90 CBMH 11 RIM=939.0 INV=935.26 FES 12 INV=934.30 206 LF-12" RCP @ 1.65% FES 3 INV=934.86 25 LF-18" RCP @ 1.0% OCS 15 RIM=938.0 INV=931.1 FES 16 INV=932.63 27 LF-12" RCP @ 1.0% 56 L F - 1 5 " R C P @ 0 . 5 %254 LF-15" RCP @ 0.5%80 LF-27" RCP @ 0.5% 166 LF-21" RCP @ 0.5% 28 LF-27" RCP @ 0.7% FES 14 INV=932.74 16 LF-15" RCP @ 1.0% OCS 13 RIM=938.0 INV=929.25 223 LF-18" RCP @ 0.5% 133 LF-12" RCP @ 0.5% SANMH 1 RIM=941.51 INV (E)=934.60 INV (N)=934.50 241 LF-6" PVC @ 2.0% 6" SANITARY SERVICE INV=935.40 (VERIFY MATERIAL, SIZE, LOCATION & INVERT W/ MECHANICAL) 40 LF-6" PVC @ 2.0% TIE INTO EXISTING SANMH INSTALL OUTSIDE DROP ADJUST RIM ELEVATION RIM=943.0 INV (S)=924.78 INV (S)=899.0 EX INV(W,E)=898.0± FIELD VERIFY EXISTING LOCATION & INVERTS DOMESTIC WELL LOCATION IF THE CITY OF MAPLE GROVE DOES NOT ALLOW WATER USAGE. DESIGN BY OTHERS COORDINATE W/ MN DEPARTMENT OF HEALTH ROOF DRAIN INV=939.40 CONFIRM W/ MECHANICAL 66 LF-12" RCP @ 1.0% WATER SERVICE (VERIFY MATERIAL, SIZE & LOCATION W/ MECHANICAL FES 17 INV=938.00 119 LF-15" RCP @ 0.7% FES 18 INV=937.23 SANMH 2 RIM=943.87 INV (S)=929.68 INV (N)=929.58 240 LF-6" PVC @ 2.0% CONNECT TO EXISTING 8" STUB WITH 8" DIP AND CONTINUE THROUGH THE SITE AS SHOWN. APPROXIMATE LOCATION OF WATER STUB FROM BELLWETHER APPROXIMATE LOCATION OF FUTURE WATER STUB BY THE CITY OF CORCORAN 8 " W A T E RM A IN 12" WATERMAIN 12" WATERMAIN12" WATERMAIN12" WATERMAIN INSTALLED WITH THIS PROJECT. IF THE CITY OF MAPLE GROVE ALLOWS WATER USAGE, THIS WILL BE THE ACTIVE MAIN. IF THE CITY OF MAPLE GROVE DOES NOT ALLOW WATER USAGE, THEN THIS WILL BE INSTALLED FOR FUTURE CONNECTION TO THE CITY OF CORCORAN WATER. 12" WATERMAIN INSTALLED WITH THIS PROJECT. IF THE CITY OF MAPLE GROVE ALLOWS WATER USAGE, THIS WILL BE THE ACTIVE MAIN. IF THE CITY OF MAPLE GROVE DOES NOT ALLOW WATER USAGE, THEN THIS WILL BE INSTALLED FOR FUTURE CONNECTION TO THE CITY OF CORCORAN WATER. FIRE STORAGE TANK IF CITY OF MAPLE GROVE DOES NOT ALLOW WATER USAGE. ~15,000 GALLONS TO BE VERIFIED WITH FIRE CONSULTANT BASIN 1 W/FILTRATION BENCH NWL=934.0 HWL=937.7 BASIN 2 W/FILTRATION BENCH NWL=934.0 HWL=937.3 FES 20 INV=931.50 65 LF-15" RCP @ 1.0% 31 LF-12" RCP @ 1.0% FES 21 INV=930.0 124 LF-21" RCP @ 0.5%MH 6A RIM=943.42 INV(N)=938.61 INV(E,W)=935.73 TRENCH DRAIN RIM=940.40 INV=938.90 29 LF-6" PVC @ 1.0% 152 LF-18" RCP @ 0.5% CBMH 7A RIM=940.8 INV=934.50 SUMP: 925.5 160 LF-6" PVC DRAINTILE 100 LF-6" PVC DRAINTILE 330 LF-6" PVC DRAINTILE 335 LF-6" PVC DRAINTILE MECHANICAL UNIT EQUIPMENT N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL CONSTRU C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /16 / 2020 8:34 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call UTILITY PLAN C4-1 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), LATEST EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 8. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 11. SANITARY SEWER MATERIAL: PVC SDR 26 12. WATERMAIN MATERIAL: WELL LOCATION AND DESIGN BY OTHERS. COORDINATE WELL INSTALLATION WITH MINNESOTA DEPARTMENT OF HEALTH. VERIFY WATER SERVICE SIZE, MATERIAL, AND LOCATION WITH MECHANICAL. 13. STORM SEWER MATERIALS: RCP 12" DIAMETER OR GREATER PVC 6" DIAMETER (ALL FLARED END SECTIONS TO BE RCP) NOPARKINGNOPARKINGFUTURE EXPANSION 12,025.00 SF PROPOSED BUILDING 34,088 SF FFE = 944.40 9 4 3 944 94194294394 2 94 3 944 941942943944941 942 943 944 94 1 94 29429439 4 4943943944944 942935940940933934936937938939935933933934936937938930928929931932933937937938938935936 940939 941 940939941942943944940939941942943945943944946940941942943940 936 937 938 939 941 942 943935933934936 937 9359369439449409409429 4 2 94094192692792594 0 9 3 9 940 941930931932933934 937938938 9359369409419429 4 3 943943943944 944885.2' 593.9' 883.4' 624.5' 7 CD 14 NAV 8 CD 16 NAV 7 CD 9 CD 5 CD 5 CD 7 NAV 1 SSC 1 BL 2 CSP 5 BL 2 CSP 2 CSP 6 BL 1 CSP 1 CSP 4 PE 3 CH 3 CH 1 CH 3 RB 3 QB 6 QB 1 QB 1 QB 3 QB 1 BL 2 PE 1 SSC 2 PE 3 SSC 4 BL 9 GC 2 SSC 9 FVB 1 CSP 2 PE 1 FVB 1 FVB2 KC 2 KC2 KC 4 RB 3 RB 3 QB 3 QB 2 NOP 2 NOP 3 BS 4 BS 15 GC 12 GC 11 AD 11 AD ARBITRARY WEST PROPERTY LINE FOR LANDSCAPE REQUIREMENTS PROPERTY LINE LENGTHS (TYP.) FOUNDATION PLANTINGS (TYP.) NATIVE SEEDING TURF SEEDING NATIVE SEEDING TURF SEEDING SEEDING LIMITS SEEDING LIMITS RIP RAP RIP RAP IRRIGATION LIMITS (TYP.) IRRIGATION LIMITS (TYP.) REFER TO SHEET L1-2 FOR FOUNDATION PLANTING ENLARGMENT 6 FEET OF TURF SEED BEHIND BACK OF CURB IN THESE LOCATIONS EXISTING TREES (TYP.) DECIDUOUS TREES CODE COMMON NAME BOTANICAL NAME BL BOULEVARD LINDEN Tilia americana `Boulevard` CH COMMON HACKBERRY Celtis occidentalis KC KENTUCKY COFFEETREE Gymnocladus dioica PE PRINCETON ELM Ulmus americana `Princeton` RB RIVER BIRCH CLUMP Betula nigra QB SWAMP WHITE OAK Quercus bicolor EVERGREEN TREES CODE COMMON NAME BOTANICAL NAME BS BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata` CSP COLORADO SPRUCE Picea pungens NOP NORWAY PINE FULL FORM Pinus resinosa ORNAMENTAL TREES CODE COMMON NAME BOTANICAL NAME FVB FOX VALLEY BIRCH Betula nigra `Little King` TM SSC SPRING SNOW CRABAPPLE Malus x `Spring Snow` SHRUBS CODE COMMON NAME BOTANICAL NAME AH ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle` AD ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire` CD CARDINAL DOGWOOD Cornus sericea `Cardinal` DH DWARF BUSH HONEYSUCKLE Diervilla lonicera DEV DWARF EUROPEAN VIBURNUM Viburnum opulus `Nanum` GC GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata NAV NANNYBERRY VIBURNUM Viburnum lentago NFS NEON FLASH SPIREA Spirea japonica `Neon Flash` GRASSES CODE COMMON NAME BOTANICAL NAME FG FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` SSG SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah` LBL THE BLUES LITTLE BLUESTEM Schizachyrium scoparium `The Blues` PERENNIALS CODE COMMON NAME BOTANICAL NAME RSD RUBY STELLA DAYLILY Hemerocallis x `Ruby Stella` GROUND COVERS CODE COMMON NAME BOTANICAL NAME SEED 2 MNDOT NATIVE SEED MnDOT Seed Mix 34-261 Riparian South & West SM 1 STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3"- 4" DEPTH SEED TURF SEED MnDOT Seed Mix 25-151 High Maintenance Turf PLANT SCHEDULE N SCALE IN FEET 0 50 100 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL CONSTRU C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 019758.0A VJV CEF CEF CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /16 / 2020 12:20 PMW:\2019\19758A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LANDSCAPE PLAN L1-1 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET L2-1 FOR FULL PLANT SCHEDULE, PLANTING NOTES, AND PLANTING DETAILS. LANDSCAPE DATA: CITY REQUIREMENTS: ·1 OVERSTORY TREE PER 50 L.F. OF SITE PERIMETER. ·1 UNDERSTORY SHRUB PER 30 L.F. OF SITE PERIMETER. ·NO MORE THAN 33% OF OVERSTORY TREES SHALL BE OF ONE SPECIES. FRONT SETBACK REQUIREMENTS: PARKING SETBACK FLEXIBILITY - MINIMUM REQUIREMENT PER 100 FT. OF THE LENGTH OF PROPERTY. ·1 OVERSTORY DECIDUOUS TREE PER 100 FEET. ·1 OVERSTORY CONIFEROUS TREE PER 100 FEET. ·2 ORNAMENTAL TREES PER 100 FEET. ·10 UNDERSTORY SHRUBS PER 100 FEET. NORTH PROPERTY LINE - 593.9 FEET 594' / 50' = 12 OVERSTORY TREES 594' / 30' = 20 UNDERSTORY SHRUBS SOUTH PROPERTY LINE - 624.5 FEET 625' / 50' = 13 OVERSTORY TREES 625' / 30' = 21 UNDERSTORY SHRUBS EAST PROPERTY LINE - 883.4 FEET 883' / 50' = 18 OVERSTORY TREES 883' / 30' = 29 UNDERSTORY SHRUBS EAST PROPERTY LINE - PARKING SETBACK FLEXIBILITY REQUIREMENTS 883' / 100' = 9 OVERSTORY DECIDOUS TREES 883' / 100' = 9 OVERSTORY CONIFEROUS TREES 883' / 100' x 2 = 18 ORNAMENTAL TREES 883' / 100' x 10 = 88 UNDERSTORY SHRUBS WEST PROPERTY LINE - 885.2 FEET (*ARBITRARY LOCATION SET FOR REQ'S.) 885' / 50' = 18 OVERSTORY TREES 885' / 30' = 30 UNDERSTORY SHRUBS TOTAL PLANTS REQUIRED: OVERSTORY DECIDOUS TREES 70 OVERSTORY CONIFEROUS TREES 9 ORNAMENTAL TREES 18 UNDERSTORY SHRUBS 188 TOTAL PLANTS PROVIDED: OVERSTORY DECIDOUS TREES 70 OVERSTORY CONIFEROUS TREES 20 ORNAMENTAL TREES 18 UNDERSTORY SHRUBS 260 * ARBITRARY LOCATION SET ON WEST SIDE TO INCLUDE UPLAND PROPERTY. IRRIGATION NOTES: VERIFY EXISTING / PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. 2 2 AA LL 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 6 6 5 5 3 3 4 4 120' - 0"2 MC301 D F B I K 1 MC301 20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"131132133134135136137 138139140141142143144 145 101 102 103 104105 106 107 108 W1 W1 109 110 111 112 113 W1 114 115 116 118 125 119 129 W2 W2 W2W2 S-4 S-5 S-5 S-1 S-1 S-5 S-5 S-5 S-1 S-1 S-3 S-5 S-4 C-1 S-4 S-4 PARTS WAREHOUSE 1 PARTS STORAGE 2 TOOL ROOM 3 BUSINESS OFFICE 4 SALES OFFICE 5 MENS R.R. 6 WOMENS R.R. 7 1ST FLOOR MECH 8 SHOWROOM 9 PARTS OFFICE 10 SERVICE OFFICE 11 TRUCK BAYS 12 S-2 23' - 9 7/8"17' - 7"10' - 0"9' - 6"9' - 0"7' - 6"15' - 6"15' - 8"12' - 0" 117 SERVICE COUNTER PARTS COUNTER STAIRS STAIRS STAIRS 0'-8" CONCRETE APRON 0'-8" CONCRETE APRON 1 MC302 MAINTENANCE BAY 23 PREFABRICATED TRENCH DRAIN PREFABRICATED TRENCH DRAIN SUMP SUMP 4 MC302 FROST PROTECTED STOOP @ EACH WALK DOOR 3 MC302 100' - 0" 100' - 0" 3 MC301 1 1 1' - 0"15' - 0"65' - 0"G TRUCK DOCK 6 MC302 55' - 0"50' - 0"23' - 0"100' - 0"25' - 0"28' - 0" S-5 FIRE PUMP/TANK LOCATION (1'-2" THICKENED SLAB) 22' - 0"12' - 0"SAND / OIL PIT 86' - 0"METAL STAIRS METAL STAIRS SERVICE PIT PREFABRICATED TRENCH DRAIN 100' - 0" 99' - 5" 99' - 5" C21' - 0"26' - 0"26' - 0"26' - 0"21' - 0"E J H 65' - 0"55' - 0"120' - 0"WASH BAY 22 SUMP 5' - 0"50' - 0"10' - 0"50' - 0"5' - 0"4' - 0" 73' - 0"14' - 9"10' - 3"12' - 6"12' - 6"9' - 0"15' - 0"18' - 0"18' - 0"18' - 0"18' - 0"21' - 6"16' - 0"12' - 0"12' - 6" 8' - 4"8' - 4"15' - 0"18' - 6"31' - 0"67' - 6"15' - 0"18' - 0"18' - 0"18' - 0"18' - 0"21' - 6"16' - 0"12' - 0"12' - 6" 16' - 8"30' - 0"25' - 0"25' - 0"25' - 0"23' - 0"28' - 0"18' - 0"18' - 0"18' - 0"18' - 0"25' - 0"28' - 0" 281' - 0"14' - 0"C-1 149 150 21' - 0"78' - 0"21' - 0"A L 7654 D I 1 MC301 13' - 0"13' - 0"22' - 0"15' - 0"7' - 0"PARTS STORAGE 13 MECHANIC BREAK RM. 14 MEN LOCKER 15 WOMENS LOCKER 16 CORRIDOR 17 OFFICE 18 OFFICE 19 OFFICE 20 120 121122 123 124 126 127 128 W2 W2 W1 W1 W2W2W2W2 130 2ND FLOOR MECH 21 S-4 S-4 S-5 S-1 S-5 S-3S-3 S-3 S-5 S-5 S-1 S-1 S-1 21' - 0"15' - 0"7' - 0"12' - 6" 113' - 0" 73' - 0" STAIRCASE S-1 S-1 STAIRCASE 148 C J SCALE 1/16" = 1'-0"MC101 1 Main Floor Plan www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson International Ver.1.rvt 6/26/2020 3:59:18 PM 201933 3 20200626Nelson International10409 Co Rd No 101, Corcoran, MN 55374MC101 Floor Plans 5 B.L.NSCALE 1/16" = 1'-0"MC101 2 2nd Level Floor Plan 128' - 0" 100' - 0" 128' - 0" 116' - 0" 1" 1'-0"4 1 4 111 3 1 1 1 4 4 1 107' - 6" 99' - 6" 104' - 0" STANDING SEAM ROOF PANELS 4' x 4' FRAMED OPENING, TYPICAL, VERIFY WITH MECHANICAL DRAWINGS 104' - 0" 2 2 2 2 3 3 33 2 100' - 0" 128' - 0"128' - 0" 116' - 0" 1" 1'-0" 4 4 4 1 1 1 1 1 1 1 1 1 4 4 104' - 0" 107' - 6" 104' - 0" 100' - 0" STANDING SEAM ROOF PANELS4' x 4' FRAMED OPENING, TYPICAL, VERIFY WITH MECHANICAL DRAWINGS 1 22 3 3 33 3 3 3/8" 1'-0" 3/8" 1'-0" 104' - 0" 128' - 0" 100' - 0" 211 3 4 3 3 3/8" 1'-0" 128' - 0" 3/8" 1'-0" 211 3 4' x 4' FRAMED OPENING, VERIFY WITH MECHANICAL DRAWINGS 4 4 4 3 3 3 33 ELEVATION TEXTURECLAD PERCENTAGETOTAL AREA (LESS OH DOORS) MATERIAL USAGE EAST NORTH WEST SOUTH TOTAL AREA 7,584 SF 3,144 SF 7,584 SF 3,144 SF 6,556 SF 3,144 SF 5,681 SF 3,144 SF 740 SF 437 SF 730 SF 437 SF 11.2% 13.8% 12.8% 13.8%www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson International Ver.1.rvt 8/17/2020 8:40:14 AM 201933 4 20200817Nelson International10409 Co Rd No 101, Corcoran, MN 55374MC201 Exterior Elevations 5 B.L. SCALE 1" = 10'-0"MC201 3 West SCALE 1" = 10'-0"MC201 1 East (Facing 101) SCALE 1" = 10'-0"MC201 2 North SCALE 1" = 10'-0"MC201 4 South KEYNOTE LEGEND KEY #KEYNOTE 1 TEXTURECLAD - COLOR: GRAY 2 NS-1 MEDIUM GRAY (SW 4030) 3 EIFS - COLOR: NS-2 DARK GRAY (SW 4018) 4 EIFS - COLOR: NS-3 LIGHT GRAY (SW 4028) www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson International Ver.1.rvt 8/17/2020 8:40:17 AM 201933 4 20200817Nelson International10409 Co Rd No 101, Corcoran, MN 55374MC901 Exterior Perspectives 5 B.L. Southeast Perspective Northeast Perspective www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson International Ver.1.rvt 8/17/2020 8:40:20 AM 201933 4 20200817Nelson International10409 Co Rd No 101, Corcoran, MN 55374MC902 Exterior Perspectives 5 B.L. Northwest Perspective Southwest Perspective PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 1 SITE ADDRESS: 10409 County road 101 Corcoran, MN 55311-9999 PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 2 SITE PLAN N SIGN 2 SIGN 1 PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 3 16' D.F. ILLUMINATED PYLON ON ON A TELESCOPING POLE - (PANAFLEX FACE) SIGN 1 24.48 Sq. Ft. SCALE: 1/4"=1'-0"16'-0"7'-0"9'-0"4’-11 3/8”6’-6 1/2” PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 4 EAST ELEVATION (FACING 101) SCALE: 1/16"=1'-0" SIGN 2 236.7 Sq. Ft. 1'-3/8"2'-0"2'-0"14 3/8"7'-0"2" OPTIONAL STANTION LIGHTING TYPE: CUSTOM WLNL-7 / DNNL-24 / NL-24 NON-ILLUMINATED DIAMOND LOGO WALL SIGN & NON-ILLUMINATED INDIVIDUAL LETTERS SCALE: 1/4"=1'-0" NOTE: DOWN SPOUT OBSTRUCTION NORTH CENTRAL 25'-11-1/8" 1'-6"2'-8"2'-8"33'-9-13/16" NORTH CENTRAL NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGwww.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson International Ver.1.rvt 8/17/2020 8:40:16 AM 201933 4 20200817Nelson International10409 Co Rd No 101, Corcoran, MN 55374MC801 Site Plan - Vehicle Traffic 5 B.L. N SCALE 1" = 100'-0"MC801 1 Site Plan - Vehicle Tracking SCALE 1" = 100'-0"MC801 2 Staging SCALE 1" = 100'-0"MC801 3 Service SCALE 1" = 100'-0"MC801 4 Trailer Parking SCALE 1" = 100'-0"MC801 5 Loading Dock Nelson International Sound Source Control Plan The following will discuss the Sound Source Control Plan (SSCP) for the proposed Corcoran Truck Dealership location. The main emitters of sound from a Truck Dealership are outdoor PA systems, shop air tools, and trucks running outside for diagnostic purposes. We do not plan to have an outdoor PA system at this location. Shop air tools will be equipped with a sound muffling system that is commonly used to reduce emitted noise. The Service Department will be air conditioned so during the hottest days the doors will be closed reducing sounds emitted. During more moderate temps the doors may be open but the muffling system on the air tools will significantly reduce emitted sound. Air tools are normally used for shot periods so prolonged sound output is rare. Truck repair sometimes require the truck to idle outdoor for a period of time in order to run a diagnostic routine. Modern trucks have to meet very strict emission and sound output levels. The exhaust systems are very complicated emission control devices that not only clean the exhaust they are very efficient at reducing sound output. The days of loud exhaust systems on trucks are gone except on older trucks that we seldom work on. We have a designated area in the parking lot to run the truck for diagnostic procedures that will keep the sounds emitted to a minimum. The facility will have landscaping trees and shrubs around the perimeter per City Code. This landscaping should help lower sounds emitted from the property. Ryan Nelson Nelson International willmar overhead shots Description 650 feet from shop to property of red house Taken Date 2020/08/11 08:03:27 Upload Date 2020/08/11 08:08:28 Uploaded By Steve Dresler File Name org_760de26d67a3e20a… willmar overhead shots Description Taken Date 2020/08/11 07:57:39 Upload Date 2020/08/11 08:08:23 Uploaded By Steve Dresler File Name org_d8c1a0b889d58f4d… Marcus Construction Co., Inc. Printed on Wed Aug 12, 2020 at 04:55 pm CDT Job #: 201933 Nelson International @ Corcoran, MN 10409 County Road 101 Corcoran 55340 Page 1 of 3 willmar overhead shots Description Taken Date 2020/08/11 07:57:10 Upload Date 2020/08/11 08:08:25 Uploaded By Steve Dresler File Name org_d3638a7d4e819b19… willmar overhead shots Description Taken Date 2020/08/11 07:56:54 Upload Date 2020/08/11 08:08:16 Uploaded By Steve Dresler File Name org_bb68a23dc1bc397d… Marcus Construction Co., Inc. Printed on Wed Aug 12, 2020 at 04:55 pm CDT Job #: 201933 Nelson International @ Corcoran, MN 10409 County Road 101 Corcoran 55340 Page 2 of 3 willmar overhead shots Description Taken Date 2020/08/11 07:56:15 Upload Date 2020/08/11 08:08:18 Uploaded By Steve Dresler File Name org_3550efab62c555f6_… willmar overhead shots Description 380 feet from shop to Marcus office Taken Date 2020/08/11 07:55:31 Upload Date 2020/08/11 08:08:13 Uploaded By Steve Dresler File Name org_d7b588ea4fdd70ef_… Marcus Construction Co., Inc. Printed on Wed Aug 12, 2020 at 04:55 pm CDT Job #: 201933 Nelson International @ Corcoran, MN 10409 County Road 101 Corcoran 55340 Page 3 of 3 4567101 Brockton La NMaple GroveCorcoranPath: L:\2294\20-501\Pro\FS\FS.aprx 7/1/2020 10:47 PM shujc0243 Layout: Long Term Intersection Layout Figure 2 JUL 2020 Long Term Intersection Layout CITY OF CORCORAN - NELSON FEASIBILITY STUDY 150 0 15075 Feet ¯ Legend Property Boundary Parcels $$$$$$$$$$$$$$$CSAH101CSAH101FUTURE ROADWAYFUTURE ROADWAY Our (Stieg) concerns of the proposed large truck sales and repair business on the 101 Farm. So what is a good use for this property as well as the 80 acres to the north? These are our ideas based on our history of the area and what I know of the future plans for this general area. THE LOCATION Hwy #117 / Dayton Parkway / I 94 will be within one half mile of this area. Sewer is already on the property. A land speculator has purchased the 80 acres to the north – used car lots??? Hwy 101, a narrow 2 lane road with very heavy traffic .Dayton Parkway (Brockton Interchange) will add a lot to the already mess No shoulders – think breakdowns Big backups already Two large new housing developments already within ½ mile. 900 homes SOUNDS TRAVEL Truck motor braking, sounds travel a long ways Truck repair and sales Brooklyn Blvd. West??? Rogers has turnkey sites Humvee Others along freeway KOA Right across the road Be a good neighbor (why would M.G. want to give water to a business that would cause them angst?) “Play nice in the sandbox!” 80 ACRES BORDERING TO THE NORTH Land speculator just waiting to sell Think used car lots, etc. Think Brooklyn Blvd. NATURAL RESOURCES Large percentage wetland and flood plain and trees Will the water really stay on the property? The only outlet flows onto and through most of the Stieg farm - a very small ditch Very large trees SUMMATION Is this the best Corcoran can do for this land – You will be setting a precedence for many acres and businesses to come. Prime for such things as, office warehouse: pleasing frontage; office park Companies that don’t need frontage, but be very close to the freeway It would be very, very difficult to have a do-over. You have the ability and responsibility to do the right thing for all the reasons we‘ve listed. Think things through “Don’t fall in love with the first gal you meet!” Our grandkids will curse us Do you know of a more valuable tax base part for our city? A semi-truck sales and service lot??? That should pull in highly desirable businesses This is an entrance to our city which should have a very colorful sign saying (You are entering the city of Corcoran) (or how about a used semi-truck lot!!!) This is where 4 cities meet. How does Corcoran stack Up??? This seems to call for a well thought out plan for this area or should it just “happen” Please feel free to respond, positive or negative Respectfully, Dennis and Jan Stieg 763-420-3147 STAFF REPORT Agenda Item 10a. Council Meeting: September 24, 2020 Prepared By: Brad Martens Topic: Job Offer - Planner Action Required: Direction Summary : Staff is in the final phase of completing the candidate selection for the Planner position. This item is a placeholder for a potential recommendation for hire. Additional information will be sent to the City Council via email prior to the meeting if a candidate is recommended for hire. Financial/Budget: The 2020 budget included funds to hire the Planner position with a start date of July 1, 2020. Due to the uncertain conditions related to the COVID 19 pandemic that hire was pushed back. The new anticipated start date is mid-October. This will result in approximately three and one-half months of salary/benefit savings to the budget for 2020. Options: 1. Consider action based upon staff recommendation at the meeting. Recommendation None Council Action: Consider action based upon staff recommendation at the meeting. 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 September 16, 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.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 Planning Commission reviewed this item at their September 3rd meeting and the item is scheduled for City Council action on September 24th. 2.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 requested that this item be tabled at the August 27th meeting because a full City Council was not available. The item is scheduled for Council action on September 24th. 3.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 5,263 square feet where a maximum of 3,969 square feet is permitted. This item was reviewed by the Planning Commission at their September 3rd meeting and the City Council is expected to take action at the September 24th meeting. 4.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 item has been scheduled for a work session on October 22nd. 5.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. The application is scheduled for a public hearing at the Planning Commission on October 1st and City Council action on October 22nd. Agenda Item 11a. MEMORANDUM 2 6. Final Plat and Final Planned Unit Development Plan for “Rush Creek Reserve” for the Property located at 20400 County Road 10 (PID 23-119-23-42-0004) (city file no. 20-030). M/I Homes has applied for a final plat and final PUD development plan for phase 1 of the 257-unit residential development. The item is tentatively scheduled for the November 5th Planning Commission and the November 23rd City Council meeting. 7. Certificate of Compliance for Accessory Ground Mounted Solar at 10430 Heather Lane (PID 05- 119-23-32-0004) (city file no. 20-031). All Energy Solar, Inc. is requesting an accessory solar system for the existing home. The application is currently incomplete. Once the missing items are received, the request can be administratively approved. 8. City-Initiated Topography and Wetland Delineation Waiver for property at 8200 CR 116 (PID 24- 119-23-23-0001) (city file 20-032). The city has a purchase agreement to sell a portion of this property to St. Therese for development. The waiver would require that only the portion to be purchased by St. Therese complete a wetland delineation and full topographic survey. However, the entire parcel will be surveyed to prepare the plat in the next step. The waiver is scheduled for City Council action at the September 24th meeting. 9. Final Plat and Final PUD Development Plan for Ravinia 15th (PID 36-119-23-24-0045) (city file 20- 033). Lennar has applied for the final phase of the Ravinia development with this 44 lot plat. The item is tentatively scheduled for Planning Commission review on November 5th and City Council action at the November 23rd meeting. 10. Certificate of Compliance for an Ag Building at 22080 CR 10 (PID 16-119-23-21-0001) (city file 20-034). Greg Ebert has applied for a certificate of compliance for a new agricultural building. This will be administratively approved by staff. 11. City-Initiated Topography and Wetland Delineation Waiver for property at 10110 CR 116 (PID 12-119-23-22-0001) (city file 20-035). The city has a purchase agreement for a portion of this property for a new water supply site. The waiver would require that only the portion to be purchased by city have a wetland delineation and full topographic survey. However, the entire parcel will be surveyed to prepare the plat in the next step. The waiver is scheduled for City Council action at the September 24th meeting. 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. MEMORANDUM 3 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. 6. 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. 7. 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.. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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 MEMORANDUM 4 was reviewed at the Planning Commission on July 2nd and City Council approved the request on July 23rd. 13. *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. Staff has inactivated this file due to lack of activity. 14. 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. 15. *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 approved the request on August 27th. 16. *Paulsen Farms Final Plat and Development Agreement for an OS&P Plat (PID 09-119-23-34- 0001) (city file no. 20-027). This was approved by the City Council at the August 27th meeting. City of Corcoran 2020 City Council Schedule Agenda Item 12. October 8, 2020 • Downtown Utility and Street Improvement Project Closeout • MS4 Annual Public Comment Period • Water Fee Feasibility Study Discussion – Establish Stormwater Fee • Recreational Vehicle Ordinance Update Discussion • Bring Your Own Device Policy • Bond Sale – Refunding of Bonds 2012B • Fire Sub-committee Report Work Plan • CARES Act Fund Use Resolution • Resolution Authorizing Exhibit A Amendments – Southeast Watermain Project • Lions Park Valuation – Bottema • Permit Technician Job Description/Hiring Process October 22, 2020 6:00 pm – Work Session • Residential District Standards October 22, 2020 • Active Corcoran Planning Applications • Rush Creek Reserve Final Plat; PUD • Yard Homes MN • Corridor Planning Grant Application November 12, 2020 (possible Charter Commission prior to meeting) • 2021 Polling Location Resolution • Code Enforcement Violation – Westside Tire • Water/Sewer Connection Agreement – 19233 81st Place N November 23, 2020 – Monday • Active Corcoran Planning Applications • Financial Performance Report • City Administrator Performance Evaluation Distribution • Ravinia 15th Addition • Minor subdivision – St. Therese • Three Rivers Park District – Diamond Lake Regional Trail Corridor