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HomeMy WebLinkAbout2016-07-28 Council Agenda Packet CITY OF CORCORAN *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Corcoran City Council Agenda July 28, 2016 - 7:00pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations 6. Consent Agenda a. Draft Minutes of the July 14, 2016 Work Session* b. Draft Minutes of July 14, 2016 Council Meeting* c. Fee Schedule Amendment* d. Resolution 2016-55 Approving Temporary Liquor License – NW Area Jaycees* e. Equipment Purchase – Bobcat Loader* f. Resolution 2016-62 Accepting Corcoran Athletic Association Donation* 7. Claims as Presented a. Escrow Claims (Fund #500)* b. All Other Financial Claims* 8. Staff Reports / Memos / Commissions a. Planning Project Update* b. Code Compliance Report* 9. Planning Business a. Public Hearing – Vacation for Ravinia 5th Addition and Ravinia 6th Addition* b. Ravinia 5th and 6th Addition PUD Final Plan, Final Plat, and Development Contract* 10. Unfinished Business a. Elm Creek Watershed Sub-watershed Assessment* 11. New Business a. Financial Management Plan* 12. Unscheduled Items 13. 2016 Council Schedule* 14. Council Liaison Calendar Planning Commission 8/14/16 9/01/16 10/6/16 11/3/16 12/1/16 Hank Thomas Guenthner LaFave Keefe Parks and Trails Commission 8/16/16 9/20/16 10/18/16 11/15/16 12/15/16 Thomas Guenthner LaFave Keefe Hank 15. Adjournment OPEN FORUM SIGN -IN SHEET Meeting }p� Date i i Name Address Phone Page 1 of 1 July 28, 2016 Dear Mayor Ken Guenthner & Corcoran City Council, As long time Corcoran residents, we want to formally express our disappointment with how we and many of our neighbors have been treated as citizens during the planning and development process associated with Corcoran's first major residential housing development — Ravinia. Throughout the last several years during the planning /approval /phasing process of the Ravinia development, there have been many purposeful attempts at Planning Commission Meetings and City Council meetings to curb or limit any real discussion with our elected officials /city staff /paid out - source suppliers around natural topics of discussion (water run -off, tree removal, sewer, roads, Lennar hours of operation, etc.) that come as a result of 450 new homes being built next to our home or around our neighborhood. The result has been a total decline of trust and confidence in our elected officials and certainly a violation of many of the stated values of the City of Corcoran: 7) Equal Opportunity: We believe that every employee and citizen should be afforded an equal opportunity to participate in all aspects of employment, citizenship, and governance in the City of Corcoran based exclusively on their ability to contribute. 5) Treating the Citizen as our Customer: We believe that citizens are our customers and should be treated with courtesy, respect, and deserve the best services we can provide. 4) Open and Honest Communication: We believe that open and honest communication is essential for an informed and involved citizenry and to foster a positive working environment for employees. We urge the City of Corcoran to conduct a "formal audit" of how the City has communicated (writing, signage, verbally) and allowed (or not allowed) citizens to communicate /participate /interact at all City Council /Planning Commission meetings associated with all future developments within the City. Secondly, the City of Corcoran should benchmark their citizen communication process associated with all future residential /commercial developments with the City of Plymouth and City of Maple Grove to gain any /all improvement ideas and methodologies. We are confident you will find many immediate improvement opportunities that can immediately improve your communication, trust levels and interaction with the citizens of Corcoran. Having attended many /most City Council Meetings and Planning Commission meetings over the past several years associated with the planning /phased development of the Ravinia development, we would offer the following suggestions for improvement: 1. The use of "Open Forum" as the only methodology to communicate with the City Council and Mayor during all phases of a phased development process is a completely wrong. It allows the citizens no opportunity to ask the Mayor /City Council questions that naturally arise when a major residential /commercial development is coming next to their property. Citizens are basically talking to themselves in the Open Forum process while our elected officials sit there and offer no interaction. A "Public Hearing" opportunity should be provided to citizens at all Planning Commission meetings and City Council Meetings at all stages and phases of a residential and commercial development process. Any and all citizen questions should be addressed at all meetings. 2. Formal written and mailed communications should be sent out to all neighbors at least 15 days prior to any Planning Commission meeting /City Council meeting regarding all planning /development and phased development agenda items. Signage should go up at least 45 days ahead of a formal City Council meeting. Adding an agenda item 4 days prior to a City Council meeting on any development request /issue should not be allowed under any circumstances (Like was done 2 times in June 2016 with Ravinia). 3. If a citizen writes an email to the Mayor or Council Members regarding an issue with a developer or questions regarding sewer, water, trees, grading, roads, etc., an elected city official should be assigned to address /assist in the communication with the citizens. 4. If a citizen is threatened by a developer or elected official for violating any formal agreement with the City of Corcoran (work hours, noise issues, dust conditions, etc.), an elected city official should be assigned to investigate the issue and outline /communicated a resolution plan with the citizens. If the developer does not follow the plan, there should be severe fines and work stoppage for the developer. I also want to re- confirm that if there are any future non - neighborly issues or disputes that come up with Lennar and the grading /development of Ravinia, we will not be hesitating to communicate with you and the City Council. Sincerely, -� cy Greg & Jackie Hoglund 19220 Hackamore Road Corcoran, MN 55340 CITY OF CORCORAN City Council Work Session Minutes July 14, 2016 - 5:30pm The Corcoran City Council met on July 14, 2016 in work session, at City Hall in Corcoran, Minnesota. Present were Mayor Guenthner, Councilor Hank, Councilor LaFave, and Councilor Thomas. Councilor Keefe was excused. Also present were City Administrator Martens, Director of Public Safety Gottschalk, Public Works Superintendent Meister, and City Clerk/Administrative Services Coordinator Beise. 1.Call to Order / Roll Call Mayor Guenthner called the work session to order at 5:34pm. 2.2017 Budget – Draft 1 City Administrator Martens presented the report reviewing the draft 2017 budget noting the timeline for the budget process and reviewed the different assumptions. Council discussed the assumptions, dust control, staffing and the communications for the increase. Per consensus, Council directed staff to continue to refine numbers and bring back a minimal budget and a maximum budget to be reviewed at an upcoming meeting. 3.City Project Update The City project update was provided in the packet and was not reviewed 4.August Work Session Agenda City Administrator Martens noted that 5.Unscheduled Items No unscheduled were presented. 6.Adjournment MOTION: made by Thomas, seconded by LaFave to adjourn. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) Meeting adjourned at 6:43pm. ________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator 6a. CITY OF CORCORAN City Council Meeting Minutes July 14 , 2016 - 7:00pm The Corcoran City Council met on July 14, 2016, at City Hall in Corcoran, MN. Present were Mayor Guenthner, Councilor Hank, Councilor LaFave, and Councilor Thomas. Councilor Keefe was excused. Also present were City Administrator Martens, City Planner Lindahl, Director of Public Safety Gottschalk, and City Clerk/Administrative Services Coordinator Beise. 1.Call to Order / Roll Call Mayor Guenthner called the meeting to order at 7:00pm. 2.Pledge of Allegiance Mayor Guenthner invited all in attendance to rise and join in the Pledge of Allegiance. 3.Agenda Approval Mayor Guenthner asked that Item 11a. North Hennepin Pioneer Society Request for Funds be moved to Item 8c.on the agenda. MOTION: made by Hank, seconded by LaFave to approve the agenda as amended. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) 4.Open Forum No persons were present for Open Forum. 5.Presentations No presentations were heard. 6.Consent Agenda a.Draft Minutes of June 23, 2016 Council Meeting b.Resolution 2016-54 – Appointing Election Judges for the 2016 Election Cycle c.Authorize Bidding of Gravel for 2016 and 2017 d.Resolution 2016-53 – Police Officer Declaration of PERA Contributions e.Pollinator Summit Registration Approval MOTION: made by Thomas, seconded by Hank to approve the consent agenda as presented. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) 7.Claims as Presented a. Escrow Claims (Fund #500) MOTION: made by Thomas, seconded by LaFave to approve the escrow claims as presented. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) b. All Other Financial Claims MOTION: made by LaFave, seconded by Hank to approve all other claims as presented. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) 8.Staff Reports / Memos/Commissions a. Commissioner Schedule for Attendance at Council Meetings Report was received by the Council. Council thanked Commissioner Attendees Sharon Meister and Alan Schultz. b. July 5th Storm Report Report was received by the Council. Council discussed burn permits. City Administrator Martens noted staff has reviewed the event and is looking at a tiered response to future storms. Per consensus, Council directed staff to bring back options at a future meeting. c.North Hennepin Pioneer Society Request for Funds Agenda Item 6b. City Administrator Martens presented the report, noting that the City cannot directly donate to a non-profit but may be able to utilize charitable gambling funds. Bonnie Maue, North Hennepin Pioneer Society address the Council noting there are structural maintenance repairs and although this request is a one-time request for funds they would welcome a small donation annually. Ms. Maue noted the Pioneer Society has applied to be on the National Historic Registry. Council discussed the request and creating an outline for spending charitable gambling funds. Per Council consensus, staff to take the request and create parameters for charitable gambling funds. 9. Planning Business a. Park Dedication Ordinance Amendment (City File 16-006) City Planner Lindahl presented the report noting that the ordinance amendment focuses on people rather than acreage and the added language for Council review of appropriateness of the land dedication. Council discussed taking land in the non-MUSA or non-residential areas, the draft as an improvement to current policy, trail connections and being equitable vs. defendable. Council discussed utilizing the Comprehensive Plan as the guiding document and creating an equitable approach. MOTION: made by LaFave, seconded by Hank to adopt Ordinance 2016-325 – Amending Chapter Nine of the City Code, the Subdivision Ordinance (Park Dedication). Voting Aye: Guenthner, Hank, and LaFave Nay: Thomas (Motion carried 3:1) MOTION: made by Hank, seconded by LaFave to adopt Resolution 2016-51 – Findings of Fact for the Ordinance 2016-325. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) MOTION: made by Hank, seconded by LaFave to adopt Ordinance 2016-326 – Summary Ordinance for Ordinance 2016-325. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) b. FEMA Required Flood Plain Ordinance Update City Planner Lindahl presented the report noting the City is required to complete an ordinance update to ensure residents can participate in the national flood insurance program. Council discussed the changes to the maps and noticing affected properties. Staff noted the changes to the maps are minor. Per consensus, Council directed staff to proceed with the required ordinance update and hold a public hearing at the August 4, 2016 Planning Commission meeting. c. Temporary Family Health Care Dwellings City Planner Lindahl presented the report noting outlining the legislative change and the recommendation to opt out until further review can be done. Council discussed. Per consensus, Council directed staff to proceed with the required ordinance update and hold a public hearing at the August 4, 2016 Planning Commission meeting. 10. Unfinished Business No unfinished business was presented. 11. New Business a. Conditional Offer for Full-Time Police Officer Director of Public Safety Director Gottschalk presented the report noting that the City received 80 applications and the timeline for hiring. MOTION: made by Thomas, seconded by LaFave to approve the conditional offer as presented. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) 12. Unscheduled Items No unscheduled were presented. 13. 2016 Council Schedule City Administrator Martens reviewed the Council schedule. 14. Council Liaison Calendar The Council liaison calendar was not reviewed, but was available in the Council Packet. 15. Adjournment MOTION: made by Hank, seconded by Thomas to adjourn. Voting Aye: Guenthner, Hank, LaFave, and Thomas (Motion carried 4:0) Meeting adjourned at 7:42pm. ________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator STAFF REPORT Agenda Item 6c. Council Meeting: July 28, 2016 Prepared By: Brad Martens Topic: 2016 Fee Schedule Amendment Action Required: Approval Summary: Attached to this report is an ordinance amending the 2016 fee schedule. The following changes are included: • Park Dedication Ordinance o Fee changes to reflect the recently amended park dedication ordinance • Non-residential water usage o Sets one usage tier for non-residential at a rate twenty percent higher than the City’s actual cost (same as tier two for residential). o Twenty percent markup reflects cost for flushing hydrants and other maintenance. Staff will monitor actual use when commercial users are connected and consider adding tiers in future years. Financial/Budget: Minor costs will be incurred to publish the ordinance. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Council Action: Adopt Ordinance 2016-327 amending the 2016 fee schedule. Attachments: 1. Ordinance 2016-327 amending the 2016 fee schedule. City of Corcoran July 14, 2016 County of Hennepin State of Minnesota ORDINANCE NO. 2016-327 Motion By: Seconded By: AN ORDINANCE AMENDING THE 2016 FEE SCHEDULE The Corcoran City Council ordains as follows: Section 1. Purpose. The Corcoran City Council has determined that the fees to be charged by the City for development, inspections, and other related services shall be adopted by ordinance. Section 2. Amendment of the 2016 Fee Schedule. The fees to be charged by the City of Corcoran for 2016 are listed on the attached Exhibit A, which is incorporated herein; that said fee schedule is hereby adopted. Section 3. Continuation/Amendment. Any amendment to the fee schedule shall be made annually, or more often if necessary, by ordinance; if there are no amendments to the fee schedule, the most recently adopted fee schedule ordinance shall remain in force and effect until amended. Effective Date. This Ordinance shall be in full force and effect upon its publication and passage. ADOPTED by the City Council on the 14th day of July, 2016. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron _______________________________ Ken Guenthner, Mayor ATTEST: __________________________ City Seal Jessica Beise, City Clerk/Administrative Services Coordinator CITY OF CORCORAN 2016 FEE SCHEDULE FEE ADMINISTRATIVE FEE SCHEDULE G/L Records & Service for City Document (Includes Tax) 100-41900-34000 Resident Address List Labels 60.00 100-41900-34107 Assessment Search from County 25.00 100-41900-34000 USB Flash Drive 10.00 100-41900-36210 Interest charge on 30 day past due Escrow accounts 10% 100-41900-34105 Notary Fee - per document 1.00 100-41900-34105 Candidate Filing Fee 2.00 Code Books 100-41900-34105 Code Book (Codes/Zoning/Subd) Binder 65.00 100-41900-34105 Municipal Code Only 35.00 100-41900-34105 Subdivision Code Only 35.00 100-41900-34105 Zoning Code Only 35.00 100-41900-34105 Comprehensive Plan Book Printed - special order 100.00 Copies 100-41900-34105 Copies black/white - up to 8 1/2x14 per page 0.25 100-41900-34105 Copies black/white - 11 x 17 per page 0.55 100-41900-34105 Copies Color up to 8 1/2x14 pp 1.00 100-41900-34105 Copies Color 11x17 1.50 100-41900-34105 Copies Oversize (Larger than 11X17) - Special Order Varies Labor/Staff Research 100-41900-34000 Normal Business Hrs (1 hr min.) per hour 65.00 100-41900-34000 After Hours (1 hr minimum) per hour 100.00 Late Fees / Penalties 100-41941-36200 Returned Check Fee 38.00 100-41941-36200 Delinquent Fee 10.00 100-42400-36200 Permit Cancellation Fee 25.00 Maps 100-41900-34105 Color Maps - on cardstock 3.00 100-41900-34105 Oversized or Laminated - special order Varies 100-41900-34105 Topos - special order Varies Recycling Fee 100-43232-34400 Recycling Fee - Annually 34.50 100-43232-34400 Recycling Delinquent Fee 10.00 100-43232-34400 Recycling Provider Late Fee 1.5% per month Community Room Fees Damage Deposit Required On All Rentals Group 1 Local Non Profit Groups: NW Area Jaycees, Lions, Pioneer Society, Seniors, Athletic Assoc, NW Trails, Corcoran Garden Club, Corcoran Bee Club N/C Group 2 Corcoran Residents 10% discount Community Room Rental Fee - Per Day Includes Kitchen and Memorial Garden 100-41941-34101 Monday - Thursday 150.00 100-41941-34101 Friday 275.00 100-41941-34101 Saturday - Sunday 350.00 Community Room Rental - General Public Non-Profit Groups - Per Day 100-41941-34101 If Contract 6 + time per year (Excludes Saturdays)80.00 per day Conference Room/Council Chamber Rental Fee - Per Day 100-41941-34101 Conference Room/Council Chamber 75.00 Approved Non Profit Public Safety Training Classes 100-41941-34101 Conference Room (up to 10 people)35.00 100-41941-34101 Damage Deposit 350.00 Police Security 100-42100-34201 Police Security serving alcohol (per hr no discount applies)*70.00 100-42100-34201 Police Security serving alcohol (holiday rate per hr no discount applies)*90.00 201-42100-34201 Reserve Officer Event Security (per hr no discount applies)*20.00 City Park - Picnic Facility 100-45200-34101 Rental Fee 80.00 100-45200-34101 Damage Deposit 350.00 Exhibit A CITY OF CORCORAN 2016 FEE SCHEDULE FEE 100-45200-34101 Soccer/Football/Baseball - per field (6 hour usage)30.00 100-45200-34101 Lights (Lions field only) - Additional per game 30.00 100-45200-34101 Tennis Courts - All courts 4 hour usage 30.00 Fields/Tennis Courts Damage Deposit (per season, all groups)350.00 Engraved Memorial Bricks (tax included) 415-45200-36230 4 x 8 Engraved Brick 50.00 415-45200-36230 12 x 12 Engraved Brick 100.00 415-45200-36230 Engraved Stone (Large)135.00 415-45200-36230 Engraved Stone (X-Large)175.00 415-45200-36230 48" Maintenance Free Bench Varies* 415-45200-36230 Concrete Bench - 22 Characters Varies* 415-45200-36230 Granite Bench Varies* *Product and prices subject to change with vendors Licenses & Miscellaneous Permits Liquor/Tobacco License 100-41900-32110 Temporary 3.2 Malt Liquor License - 1 - 4 Day Event 25.00 100-41900-32110 Temporary Malt Liquor License - 1 - 4 Day Event 25.00 100-41900-32110 Temporary 3.2 Malt Liquor License - Annual Max 100.00 100-41900-32110 On Sale 3.2 Malt Liquor 100.00 100-41900-32110 Off Sale 3.2 Malt Liquor 25.00 100-41600-32110 Investigation (New/Transfer License)100.00 100-41900-32110 On Sale Intoxicating Liquor 4,000.00 100-41900-32110 Off Sale Intoxicating Liquor (Fee limited by State Law)150.00 100-41900-32110 Sunday Sale Intoxicating Liquor (Fee limited by State Law)200.00 100-42100-34202 Investigation Fee (New/Transfer License)300.00 100-41900-32110 2:00 am Closing - REMOVE THIS IS PAID TO THE STATE 0.00 100-41900-32110 Tobacco License 150.00 100-45200-36200 Fireworks Permit-Per Event 25.00 100-41900-34103 Hobby Kennel - Annual Fee 75.00 Burning Permit 100-42100-34200 Valid for 1 month 10.00 100-42100-34200 Valid for 6 months 50.00 Driveway Permit 100-43100-34300 Driveway Permit 100.00 Grading & Land Reclamation Permit 100-43100-34300 Under 300 Cubic Yards 35.00 100-43100-34300 Over 300 Cubic Yards - residential 300.00 100-43100-34300 Per acre security fee 250.00 One Acre Minimum (No security fee for under 300 Cubic Yads required) Additional fees may be required as determined by staff Overweight Vehicle Permit Agriculture N/C 100-43100-34300 Commercial Tow Truck 750.00 100-43100-34300 Daily Permit 100.00 100-43100-34300 Seasonal - Emergency (Septic, Liquid Propane & SimIlar)N/C Resident - To and From N/C 100-43100-34300 Seasonal - Home Delivery 250.00 100-43100-34300 No Permit - Double Fee Max $250.00 All Charges are Per Truck - Permits are Restricted Sign Permit 100-41900-36200 No Planning Comm Review - Temporary 25.00 100-41900-36200 No Planning Comm Review - Permanent 150.00 100-41900-36200 Planning Commission Review (Fee/Escrow)150.00/500.00 Utility Permit 100-43100-34300 IE:Comcast, Century Link, CenterPoint Energy, Wright-Hennepin, etc 75.00 Public Safety G/L Police Reports 100-42100-34202 Police Reports - Base Charge 7.00 100-42100-34202 Police Reports - Surcharge (Per Page) *0.25 100-42100-34202 Audio/Video on USB Flash Drive 10.00 100-42100-34202 Normal Business Hrs (1 hr min.) per hour 65.00 CITY OF CORCORAN 2016 FEE SCHEDULE FEE Finger Printing Resident - Child N/C 100-42100-34202 Non-Resident - Child 10.00 Resident - Adult N/C 100-42100-34202 Non-Resident - Adult 15.00 Additional Cards - Resident N/C 100-42100-34202 Additional Cards - Non-Resident 5.00 False Alarm Fire Emergency 100-42100-35101 2-3 In any 12-month period ( Each)75.00 100-42100-35101 4+ In any 12-month period (Each)150.00 False Alarm Police 1-3 In any 12-month period N/C 100-42100-35101 4+ In any 12-month period 100.00 Firearm Permits 100-42100-34200 High Powered Discharge of Fire Arm - Resident**15.00 100-42100-34200 High Powered Discharge of Fire Arm - Non-Resident**20.00 100-42100-34200 Permit to Purchase/Transfer N/C Rental Fee 100-42100-34200 Range contract per day (law enforcement agencies only)50.00 100-42100-34200 Command Post per day 50.00 Vehicle Impound 100-42100-34202 Vehicle Impound Release 10.00 100-42100-34202 Storage Fee Weekly 75.00 Animal Impound 100-42100-35101 1st Offense 50.00 100-42100-35101 2nd Offense 150.00 100-42100-35101 No Kennel License 50.00 Event Security Rates 100-42100-34201 Officer - per hour 70.00 100-42100-34201 Officer - per hour Holiday rate 90.00 201-42100-34201 Reserve Officer - per hour 20.00 *Fee Set By State / **Restricted Public Works G/L Equipment Usage Per Hour (Government Agency Assistance) 100-43100-36200 Tractor/Backhoe 50.00 100-43100-36200 Dump Truck 65.00 100-43100-36200 Front End Wheel Loader 40.00 100-43100-36200 Road Grader 80.00 100-43100-36200 Skid Loader 40.00 100-43100-36200 Wood Chipper 40.00 Labor 100-43100-36200 Per Hour 65.00 Lawn Mowing - Property Cleanup 100-43100-36200 Mowing 1 acre & under 315.00 100-43100-36200 Mowing over 1 acre - $315 + additional hourly rate 85.00 100-43100-36200 Contract tree and weed removal Cost + 65.00 100-43100-36200 Contract rubbish removal Cost + 65.00 Swing Away Mail Box Arms (Sales Tax included) 100-41941-36200 Post only (mailbox not included)65.00 100-41941-36200 Post and Installation (mailbox not included)150.00 Street Department Fees 100-43100-36200 Street Sign Install Labor (Per hour)75.00 100-43100-34301 Dust Control Assessment Established Annually 100-43100-34301 Dust Control (Voluntary) 300' min.Established Annually 100-43100-34301 Dust Control Delinquent Fee 10.00 100-43100-36200 Culvert priced per foot Cost + 65.00 CITY OF CORCORAN 2016 FEE SCHEDULE FEE Planning Development & Zoning Fees Land Use Permit/Application Type Non-Refundable Application Fee Escrow 100-41900-34103 Agriculture Preserve Application - Placement (fee limited by state) 50.00 0.00 100-41900-34103 Agriculture Preserve Application - Removal (fee limited by state) 50.00 0.00 100-41900-34103 Administrative Permit 100.00 1,000.00 100-41900-34103 Certificate of Compliance 80.00 0.00 100-41900-34103 Comprehensive Plan Amendment 1,000.00 2,200.00 100-41900-34103 Conditional Use Permit (CUP)550.00 2,200.00 100-41900-34103 Conditional Use Permit (CUP) Amendment 200.00 1,000.00 100-41900-34103 Environmental Review 500.00 5,000.00 100-41900-34103 Interim Use Permit 500.00 2,000.00 100-41900-34103 Final Plat – Base Fee Regular / OSP 575.00 5,000.00 100-41900-34103 Final Plat – Per Lot Regular /OSP 50.00 0.00 100-41900-34103 Residential Park Dedication Fees (Subdivision Ordinance) Section 955 100-41900-34103 Single Family Unit 3,970.00 0.00 100-41900-34103 Multi Family Unit 2,694.00 0.00 100-41900-34103 Preliminary Plat – Base Regular /OSP 600.00 5,000.00 100-41900-34103 Preliminary Plat – Per Lot Regular / OSP 50.00 0.00 100-41900-34103 PUD -Preliminary Development Plan 575.00 5,000.00 100-41900-34103 PUD - Final Development Plan 500.00 5,000.00 100-41900-34103 PUD - Sketch Plat/Plan Review 450.00 2,000.00 100-41900-34103 Rezoning 575.00 2,000.00 100-41900-36200 Sign - Wetland Buffer Sign (per sign - requires site inspection)20.00 0.00 100-41900-34103 Sign - Development Notice Sign $165.00 first sign/ $50.00 each additional 165.00 0.00 100-41900-34103 Site Plan 425.00 1,500.00 100-41900-34103 Site Plan Amendment - Minor 200.00 1,000.00 100-41900-34103 Sketch Plat/Plan Review - Regular / OSP 450.00 1,750.00 100-41900-34103 Topography Exemption, Wetland Waiver, Electronic File Waiver 200.00 1,000.00 100-41900-34103 Vacation 350.00 1,000.00 100-41900-34103 Variance 550.00 2,000.00 100-41900-34103 Zoning/Subdivision Code Amendment 700.00 2,000.00 100-41900-34103 Meeting with City Consultants (first hour no charge)Over 1 hour Contract fee 500.00 2016 FEE SCHEDULE FEE WATER AND SANITARY SEWER FEE SCHEDULE Water rates - residential (monthly use) per 1,000 gallons Tier 1: 0 gallons to 4,999 gallons 1.60 Tier 2: 5,000 gallons to 8,999 gallons 1.92 Tier 3: 9,000 gallons to 19,999 gallons 2.40 Tier 4: 20,000 gallons and over 3.20 Water rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +1.92 Water base fees - payable by each user for each month Residential 12.00 Non residential 12.00 Sewer rates - residential (monthly use) per 1,000 gallons Tier 1: All homes billed 8,000 gallons at per 1,000 gallon rate 2.42 Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +2.42 Sewer base fees - payable by each user for each month Residential 25.00 Non residential 25.00 Late/Past Due Payments Late Payment Penalty 10% of unpaid bill Water Disconnect 65.00 Water Reconnect 65.00 Trunk Line Availability Charge (TLAC) Water Trunk Line Availability Charge (TLAC) - per acre 5,305.00 Sewer Trunk Line Availability Charge (TLAC) - per acre 3,203.00 Connection Fees - City of Corcoran Water Connection Fee (per unit) - Single Family 1,061.00 Water Connection Fee (per unit) - Multi-Family 849.00 Water Connection Fee (per unit) - Non-Residential 1,061.00 Sewer Connection Fee (per unit) - Single Family 1,061.00 Sewer Connection Fee (per unit) - Multi-Family 849.00 Sewer Connection Fee (per unit) - Non-Residential 1,061.00 Connection Fees - City of Maple Grove (Per Maple Grove Fee Schedule) Water Connection Fee (per unit) - Residential/individual laundry facilities 2,235.00 Water Connection Fee (per unit) - Residential/ no individual laundry facilities 1,790.00 Water Connection Fee (per unit) - Commercial/Industrial/Mixed 8,945.00 Water Connection Fee (per unit) - Parks 1,120.00 Water Connection Fee (per unit) - Institutional 8,945.00 Connection Fees - Metropolitan Council Sewer Access Charge (SAC)2,485.00 Meter Fees Meter - standard Cost plus 10% Meter - larger than standard Cost plus 10% Meter Inspection 65.00 City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-55 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING TEMPORARY ON-SALE MALT LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Liquor License is granted effective for the dates as indicated, to the following Licensee, provided appropriate application and insurance documents are submitted and satisfactory background check completed by the Corcoran Police Department. LICENSEE LICENSE LICENSE EFFECTIVE DATE Northwest Area Jaycee’s On-sale malt liquor August 18 -20, 2016 Corcoran Country Daze VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ________________________________ Ken Guenthner - Mayor ATTEST: ____________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator City Seal 6d. STAFF REPORT Agenda Item 6e. Council Meeting: July 28, 2016 Prepared By: Brad Martens Topic: Equipment Purchase – Bobcat Loader Action Required: Approval Summary: The Public Works Department fleet includes two skid loaders: • Skid loader with tracks: This is known as the “work horse” skid loader used for heavy duty items such as loading trucks, heavy lifting, and ditching, etc.; a slow moving, heavy piece of equipment for non-delicate work. • Skid loader without tracks: This is a more nimble, smaller piece of equipment used for various smaller tasks such as asphalt patching, intersection sweeping, moving things around as needed; a fast moving, lighter piece of equipment for quick or delicate work. Prior to 2013 the Public Works Department had two front end loaders and one skid loader. A change was made to eliminate one of the more expensive front end loaders and add a less expensive skid loader with tracks, capable of doing the work needed for the department the additional front end loader provided. In 2014 the City Council approved a plan to update the skid loaders annually, which is less expensive than replacing them later on in the life cycle. The City budgets $4,000 ($2,000 each) to continue and replace the skid loaders annually. It is requested that the Council approves the purchase of the Bobcat Loader. Staff is anticipating replacing the Bobcat Loader with tracks later in 2016. Financial/Budget: The cost for the purchase is $2,072.92; a quote is attached to this report and is based upon state contract pricing. In 2014 a report showed that retaining the Bobcat for five years would result in a cost of $16,600 to replace or $2,800 annually. Alignment with Values: This item relates to the following adopted values: FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Council Action: Approve the purchase of the Bobcat Loader as presented. Attachments: 1. Quote City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-62 Motion By: Seconded By: RESOLUTION ACCEPTING CORCORAN ATHLETIC ASSOCIATION DONATION WHEREAS, the City of Corcoran supports the efforts of the Corcoran Athletic Association; and WHEREAS, The Corcoran Athletic Association made a financial donation to the City of Corcoran of $14,000.00 to be used for installation of a scoreboard at Snyder Field; WHEREAS, The City Council finds that it is appropriate to accept the donation offered for the benefit of the city park. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Corcoran acknowledges the generosity of the Corcoran Athletic Association and graciously accepts the donation. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ________________________________ Ken Guenthner - Mayor ATTEST: ____________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator City Seal 6f. 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 July 19, 2016 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications The following is a summary of project status for current, active projects: 1.Park Place Storage request for Rezoning, Variance, Conditional Use Permit, Site Plan and Preliminary Plat (City file 16-002). The City Council reviewed a sketch plan last year for expansion of the existing mini-storage facility. The applicant has submitted the application, but is working to provide additional information for completeness. The applicant has indicated that they should have revised plans later this month. 2.Zoning Ordinance Amendment to allow Solar Gardens (city file 16-008). Staff received a written request and escrow from Potentia Solar, Inc. to consider an amendment to allow solar gardens in the City of Corcoran. They have specifically requested that they be allowed in the UR zoning district, but staff prepared a number of issues for City Council for direction. The Council reviewed the key issues at the March 24th Council meeting and directed staff to schedule a work session. The work session was held on May 25th and on May 26th the Council directed staff to bring a draft to the June 23rd City Council meeting. On June 23, the Council directed staff to schedule a public hearing at the August 4th Planning Commission and for Council consideration on August 25th. 3.Interim Use Permit for a Conditional Home Occupation License for an upholstery business (Designers Choice Upholstery) located at 20125 County Road 117 (PID 02-119-23-12-0005) (city file no. 16-013). The applicant is incomplete, but will be scheduled for a public hearing at the Planning Commission and City Council review when complete. 4.Ravinia 5th Addition Final Plat, PUD Final Plan and Vacation (City file 16-015). Lennar has submitted an application for 47 single family home lots and 3 outlots. The Planning Commission reviewed the item on July 7th and City Council is expected to take action on July 28th. 5.Ravinia 6th Addition Final Plat, PUD Final Plan and Vacation (City file 16-016). Lennar has submitted an application for 23 single family home lots and 2 outlots. The Planning Commission reviewed the item on July 7th and City Council is expected to take action on July 28th. 6.Subdivision Ordinance Amendment (16-017). At its June 14th meeting, the City Council authorized staff to conduct a review of the subdivision ordinance to update and simplify the procedure for lot line adjustments and minor subdivisions and to ensure consistency with the Minnesota State Statutes. A draft was presented at the June 23rd City Council meeting. The Council directed staff to schedule a public hearing at the August 4th Planning Commission and for Council consideration on August 25th. 7.Maple Hill Estates Sign Variance (16-018). Maple Hill Estates and Hope Community Center have submitted a variance application to allow a new freestanding at the entrance to Maple Hill Estates. The item is scheduled for review at the August 4th Planning Commission and for Council consideration on August 25th. Agenda Item 8a. MEMORANDUM 2 8. Zoning Ordinance update to Floodplain Regulations (Section 1050.030 and 1020.020) (City file 16-019). In early May 2016, the City of Corcoran was notified that FEMA (Federal Emergency Management Agency) recently completed an update to its floodplain maps and that the City is required to update its existing floodplain ordinance in response. The floodplain ordinance must be updated by November 4, 2016 in order for Corcoran property owners to continue purchasing flood insurance coverage through the National Flood Insurance Program (NFIP). Through the MnDNR (Minnesota Department of Natural Resources), FEMA has provided a model ordinance which the City must adopt. Some modifications are permitted to address the unique characteristics of the City. At their July 14 meeting, the City Council directed staff to schedule a public hearing at the August 4th Planning Commission meeting for City Council review on August 25th. 9. IUP for Commercial Kennel for Daniel Benjamin at 19520 Stieg Road (City File 16-020). Daniel Benjamin has submitted an application for an IUP for a commercial kennel. The kennel would be located on his property, would be owned and operated by him and would have employees. The item is scheduled for a public hearing at the August 4th Planning Commission and for Council consideration on August 25th. 10. Zoning Ordinance Amendment for Temporary Family Health Care Dwellings of 2016 opt-out (city file 16-021). On May 12, 2016, Governor Dayton signed a bill creating a new process for landowners to place mobile residential dwellings on their property to serve as a temporary family health care dwelling. These are different from Accessory Dwelling Units that cities like Corcoran allow. Communities must opt out of the requirements or they will be required to allow the temporary dwellings when the law goes into effect September 1, 2016. If a city does not opt out, cities must be prepared to accept applications, must have determined a permit fee amount (if the city wants to have an amount different than the law’s default amount), and must be ready to process the permits in accordance with the short timeline required by the law. At their July 14 meeting, the City Council directed staff to schedule a public hearing at the August 4th Planning Commission meeting for City Council review on August 25th to opt out of the requirements. 11. Lennar Comprehensive Plan Amendment for Schwalbe property (city file 16-022). Lennar has submitted an application for consideration of a land use guide plan amendment to reclassify the property from Existing Residential to Low Density Residential. If approved, they would apply for a preliminary plat and PUD amendment to incorporate the property into the Ravinia development. Staff is reviewing the application for completeness, but the item will likely be schedule for a public hearing at the September 1st Planning Commission meeting and City Council action on September 25th. Also, there are a number of 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 December to try to finalize this issue and address some other questions or concerns from him. We hope to be able to wrap this up in the near future. 3. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for on 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. The next step would be for a developer to submit a final PUD plan and plat prior to expiration of the approvals on December 11, 2016. 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. 5. Site Plan and Conditional Use Permit for a new Verizon Monopole at 23605 Co Rd 50 (PID30- 119-23-21-0001) (City File 15-016). Verizon has requested a conditional use permit and site plan for a new telecommunications tower on the Gleason property located at the southwest corner of County Roads 19 & 50. The public hearing was held at the Planning Commission on July 7th and they voted unanimously to recommend approval. The City Council approved this item on July 23rd. The building permit has been issued. 6. “Fehn Meadows” Preliminary Plat and Final Plat at 20909 County Road Number 117 (PID # 03- 119-23-12-0002 and PID 03-119-23-13-0001) (city file no. 15-018). The applicant is requesting approval of a plat to readjust the lot lines between two parcels to create one lot and one outlot. The Planning Commission held a public hearing on September 3rd and voted unanimously to recommend approval. The City Council approved the preliminary plat and final plat on October 8th. The final plat has been released for filing at Hennepin County. 7. “Strehler Estates” Final Plat (PID 17-119-23-32-0004) (city file no. 16-001). The applicant submitted a request for approval of a preliminary plat to create 4 lots and an ordinance amendment to allow a private drive for property at 22900 Strehler Road. The City Council approved both items on October 8th. The final plat was approved by the City Council at the January 28th meeting. The applicant is working to address the conditions of approval and then will record the final plat at Hennepin County. 8. Private Drive Ordinance Amendment (City file 16-003). The City Council approved an ordinance amendment allowing private drives in the Rural Residential district, subject to certain conditions. However, after adoption the City Council directed staff to revisit this issue and consider an ordinance amendment to eliminate the requirement that private drives off paved roads must be paved. The City Council approved the amendment on May 26th. The Council also identified additional issues that should be reviewed and discussed at a future date. 9. City-Initiated Park Dedication Ordinance Update (City File 16-006). Staff was directed to bring back other potential amendments for consideration in 2015, including revisions to clarify whether or not existing homes are subject to park dedication when part of a plat, how to ensure that land dedication in the rural areas is fairly required and a review of our park dedication requirements. The Council authorized this as a priority for 2016. The City Council reviewed the draft ordinance and directed staff to schedule a public hearing. The Parks and Trails Commission recommended approval at their May 17th meeting, the Planning Commission held a public hearing and recommended approval at their June 2nd meeting. The City Council tabled this item at the June 23rd meeting and directed staff to make changes. The Council adopted the ordinance on July 14. 2016. 10. Randahl Construction Conditional Use Permit and Site Plan Amendment at 7241 CR 116 (City file 16-012). Randahl Construction has submitted an application for approval of a CUP and site plan amendment for outside storage at the old Heidi’s property. The application was reviewed at a public hearing and recommended for approval at the June 2nd Planning Commission meeting. The City Council approved the item at the June 23rd meeting. STAFF REPORT / Code Compliance Agenda Item: 8 b. Council Meeting: July 28, 2016 Prepared By: Mike Pritchard Topic: CODE COMPLIANCE REPORT – June 2016 Action Required: Information Only Code Enforcement Issues: Complaint 16-003 (12/17/2015): Exterior Storage, Junk/Debris at 20XXX Co Rd 10 and on City Property. The property owner(s) signed an agreement on April 23rd to have the City property completely cleaned up no later than September 30, 2016. The City will continue to monitor progress. Complaint 15-010 (11/13/2014): Exterior Storage, Junk/Debris at 8XXX Garrison Lane. This matter was referred to the City Attorney and has been to court. As part of the agreement, the City is conducting progress inspections. The owner has made a lot of progress and continues to work on the clean-up. Complaints Concerns Total Nuisiance Junk/Junk Vehicles Grass & Weed Control Animal Violations Home Occupations Signs Referred to Public Works, Metro West, or City Engineer Misc. Compaints Concerns Cases Referred to City Attorney Building Permits - Zoning review Building Permits Grading or Driveway Permits Misc. Permits Overweight /Ag Vehicle Permits 12 4 4 3 0 0 3 7 1 8 32 0 3 2 Complaints and Concerns Permits and Zoning 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform D ATE: July 19, 2016 for the July 28, 2016 City Council Meeting RE: Public Hearing. Vacation of Drainage and Utility Easements in Ravinia 5th Addition and Ravinia 6th Addition (city file 16-015 and city file 16-016) 60-DAY REVIEW: August 14, 2016 1.APPLICATION REQUEST The applicant has requested that the City Council hold a public hearing to vacate a number of drainage and utility easements that are no longer needed. New drainage and utility easements will be dedicated with the new plat. 2.LEVEL OF CITY DISCRETION IN DECISION-MAKING The City’s discretion in approving a vacation is relatively high. If the City finds that the easements are not needed, the City may vacate the easements. 3.ANALYSIS OF REQUEST Lennar requests 2 vacations: a.Ravinia 5th Addition is a replat of Lot I, Block 6 and Outlot E, Ravinia and Outlot A, Ravinia 3rd Addition. The existing drainage and utility easements that were platted as part of those additions will be vacated. New standard drainage and utility easements will be provided. b.Ravinia 6th Addition is a replat of Outlot B, Ravinia 2nd Addition. The existing drainage and utility easements that were platted as part of those additions will be vacated. New standard drainage and utility easements will be provided. The city planner and city engineer have reviewed the requests, find that the easements are no longer required and have no objection to the vacation. Agenda Item: 9a. Ravinia 5th and 6th Addition Vacations (16-015 and 16-016) 2 July 28, 2016 4. RECOMMENDATION The City Council should hold a public hearing and take testimony on the easement vacation. Move to adopt the following resolutions for vacation: a. Resolution 2016-56 b. Resolution 2016-57 Attachments a. Resolution 2016-56 vacating easements for Ravinia 5th Addition b. Resolution 2016-57 vacating easements for Ravinia 6th Addition City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-56 Page 1 of 2 Motion By: Seconded By: APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENTS WITHIN THE “RAVINIA 5th ADDITION” SUBDIVISION (CITY FILE 16-015) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of an easement vacation within the subdivision: WHEREAS, the subdivision will provide new drainage and utility easements adjacent to new lot lines and over water bodies as required by City Code; WHEREAS, the applicant has requested vacation of the existing easements shown on Attachments A, B and C; and legally described as follows: The drainage and utility easement over, under and across Lot 1, Block 6, Ravinia, according to the recorded plat thereof, Hennepin County, Minnesota And The drainage and utility easement over, under and across Outlot E, Ravinia, according to the recorded plat thereof, Hennepin County, Minnesota And All of the drainage and utility easements of Outlot A, as dedicated on the plat of Ravinia 3rd Addition, according to the recorded plat thereof, Hennepin County, Minnesota WHEREAS, the Corcoran City Council considered this item at a duly called Public Hearing; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the plat; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the following vacation, subject to the following conditions: 1. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-56 Page 2 of 2 VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator I 0 -,­ \ \ \_. - ' ' \ \ \ \ N89 °23'47"W 500.11 \ \ . 06 co 0 o,l[) 1 n w r--.. l[) 'T n 0 0 (/) ''U.JCE = -"--C1'--f [] CJ b·7COIICRE'E 0 ' -5...._I - Q I ! r ;; I l[) n I I w r--.. l[) 'T n 0 0 (/) 5---· -- I \ \ \ \/ -··· ----HA8.K"AM8RE�OAD �RGAMOT DRIV_E _______ _ \ � ,-I\ " r\ \ A / C' V I C_ ;-1 L.J V � V � /\ l"\l"\i\l EASEMENT VACATION DESCRIPTION I 60 The drainage and utility easement over, under and across Lot 1, Block 6, RAVINIA, according to the recorded plat thereof, Hennepin County, Minnesota. ! I I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the )a1,s of the State of Minnesota. pemberto11@sathre.com \A/ I I n VVIL_L.J � � ,:_-/1 n n I A 1 IVI L_/-IL.JV VV I·-... · .· -. � 1_,, _ .. · _,. .. ··· .. ·1 Proposed Easement Vacation Area 0 50 100 200 SCALE IN FEET SATHRE-BERGQUIST, INC. 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476-6000 www.sathre.com Easement Vacation Exhibit Prepared For U.S. Home Corporation Date:04/07/16 Revision Date: Prepared By:DBP Check By:DBP �L-'':..'-"'_s_h,_,,_, E_s_M_T_vA_c_L_1s_, __ -l 1 Project Number: 5401-10000 AL TA j 1 Attachment A VE.N.' ()-,-� L1J o:::: () =� �::_ ,---1 <C -, -� (/) � /. I G V 30 \A/II J\ � Ar-11 r'\r\\AIC' vvlL.LJ 1v1L_11uvvv0 ')l\lr"\ I\ r'\f""\1\1 ...:__.1 \JU ,-1uu1 \j. EASEMENT VACATION DESCRIPTION ..,­ \ .\ The drainage and utility easement over, under and across Outlot E, RAVINIA, according to the recorded plat thereof, Hennepin County, Minnesota. C)/\\/11\111\ �C:)J\ /\J\J\1\1 I \/IV ll\JI/\ ,..,I \LJ t\LJLJI 'L ----. zo X I . ' ,� [.} 0 \ ' '' \ ) \ I L· G RAINA AND U LITY E EMENT OVER LL OF TLOT C ... / /./ . / ';,\ -. � . -';(' \ 518.3 ,111 I I\ r'\r'\1\1 "-t'"lfl I\LJLJl'L ) ' [·.· �· ··_ .. · ·' .... ·-.� Proposed Easement Vacation Area 200 100 � 11111111 0 100 200 SCALE IN FEET l hereby certify that this survey, plan or report was prepared b)' me or under ill) direct supervision and that J am a duly Licensed Land Surveyor under the laws of the State of Minnesota. SATHRE-BERGQUIST, INC. 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476·6000 www.sathre.com Easement Vacation Exhibit Prepared For U.S. Home Corporation Date:04/07116 Revision Date: Prepared By:DBP Check By:OBP Layout Sheet ESMT VAC OLE Project Number: 5401-10000 Al TA 400 ' Attachment B ATTACHMENT C City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-57 Page 1 of 2 Motion By: Seconded By: APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENTS WITHIN THE “RAVINIA 6th ADDITION” SUBDIVISION (CITY FILE 16-016) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of an easement vacation within the subdivision: WHEREAS, the subdivision will provide new drainage and utility easements adjacent to new lot lines and over water bodies as required by City Code; WHEREAS, the applicant has requested vacation of the existing easements as shown on Attachment A and legally described as follows: All of the drainage and utility easements of Outlot B, as dedicated on the plat of Ravinia 2nd Addition, according to the recorded plat thereof, Hennepin County, Minnesota. WHEREAS, the Corcoran City Council considered this item at a duly called Public Hearing; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the plat; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the following vacation, subject to the following conditions: 1. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-57 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator ATTACHMENT A 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform D ATE: July 21, 2016 for the July 28, 2016 City Council Meeting RE: Final PUD Development Plan, Final Plat and Development Contract for U.S. Home Corporation (dba Lennar) for Ravinia 5th Addition and 6th Addition at Ravinia Road and County Road 101 (City File 16-015 and 16-016) 60-DAY REVIEW: August 14, 2016 1.Application Request Lennar submitted a request for approval of Final PUD Development Plan and Final Plat for “Ravinia 5th Addition” to allow 47 single family detached lots and 3 outlots on 61.51 acres and “Ravinia 6th Addition” to allow 23 single family detached home lots and 2 outlots on 12.61 acres. This is part of the “Ravinia” subdivision which is planned for 437 homes on 268.07 acres. The plat also includes a number of easement vacations. The easement vacations require a public hearing and are included on as a separate agenda item on the July 28th City Council agenda. 2.Planning Commission Review The Planning Commission reviewed this item at their July 7th meeting and voted unanimously to recommend approval of the Final PUD Development Plan. The Commission had discussion about the requested clarification regarding vinyl siding on the front of the homes. They noted that the existing ordinance language was not as clear as it could be as it includes a mix of natural and manufactured materials. The Commission recommended staff draft language to allow vinyl on the front of the homes. Condition #11 in the PUD resolutions was added as directed by the Commission: 11.The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that “Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation.” a.Homes shall be allowed to have vinyl siding on the front elevation. b.The front elevation shall have a minimum of two different materials, which may include vinyl and stone/brick. Agenda Item: 9b. Ravinia 5th Addition and Ravinia 6th Addition (16-015 and 16-016) 2 July 28, 2016 c. A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). The Commission also noted that this language establishes standards for all new subdivisions, but is not as clear as it could be, and recommended that this be considered for an ordinance amendment at a future date. 3. Context Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD development plan is limited to whether or not the proposed plan is in substantial conformance with the approved preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City’s discretion in approving a final plat is limited to whether or not the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. Background The City Council approved a Rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. The Final PUD Development Plan and Final Plat for Phase I was approved by City Council on April 24, 2014. The Council amended the Final PUD Development Plan on January 8, 2015 to allow for vinyl siding instead of LP siding on all sides of the homes and to allow 5-foot setbacks for the garage side. In 2015, the City Council approved PUD final plans and final plats for Ravinia 2nd Addition and Ravinia 3rd Addition. In April 2016, the City Council approved PUD final plans, final plat and a PUD amendment to allow a new product type (the Discovery Series) on 55-foot lots in the development. On June 23rd, the City Council authorized Lennar to grade the 40-acre Larson property on the south end of this project, which includes the 5th Addition. The approval allows them to grade the site consistent with preliminary approvals, but doesn’t allow construction of any improvements and requires a few other conditions to buffer the adjacent properties. 4. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer’s comments are incorporated into this staff report and resolution and the detailed comments are included in the attached engineering memo. Ravinia 5th Addition and Ravinia 6th Addition (16-015 and 16-016) 3 July 28, 2016 Final PUD Development Plan – “Ravinia 5th Addition and Ravinia 6th Addition” The PUD offers enhanced flexibility to develop the site through the relaxation of most typical zoning district standards. The PUD allows for a greater variety of land uses, construction phasing and a potential for lower development costs. In exchange for this flexibility, the City expects a higher level of design and a more sensitive development than might normally be the case. The final PUD development plan must be reviewed for compliance with the preliminary PUD approvals. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. Architecture The applicant submitted a series of house plans (Landmark, American Heartland, Lifestyle, NextGen and Discovery and color palettes for the project with the preliminary approvals. There will be no Lifestyle or Discovery) products in these two phases. Each house plan will be reviewed by the City prior to building permit to ensure that the ordinance standards as modified by the PUD are met. However, because this development will be constructed over a period of time, we expected that new or modified house plans will be added to the product line and would be administratively reviewed and approved by the City. The City must review the new product line to make sure that the homes are compatible with the standards in the original approvals for both design and materials. Lennar originally proposed LP siding for the whole project, but in January 2015 they requested that the City Council allow them to use vinyl siding as well. Vinyl siding is permitted in all zoning districts. The Council did approve the change to allow vinyl siding, but did not specifically allow a variation from any other design standards. Lennar is requesting flexibility from this standard (which applies to all new residential housing in any district): 1.Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi-board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation. When the front was LP siding (hardi-board) and brick/stone, it complied with these requirements. Now that the LP siding has been replaced by vinyl, the approved elevations do not comply. The City Council should provide direction on how the ordinance should be applied: 1.Allow Lennar to simply provide two materials on the front: vinyl and brick/stone as requested. 2.Continue to require adherence to strict standards for the front, which would require LP siding and brick/stone but would allow vinyl on the side and rear elevations. •The Planning Commission recommended that vinyl be allowed and condition #11 in the draft PUD resolution reflect this recommendation. Ravinia 5th Addition and Ravinia 6th Addition (16-015 and 16-016) 4 July 28, 2016 Mail Delivery One centralized mailbox location is shown on the landscape plans. Condition 19 of Resolution 2014- 19 requires that the location of mailboxes be approved by the US Postal Service. The applicant will need to provide proof of the approved location to the City. Streets The 5th Addition will be required to extend Steeple Chase Lane south to Hackamore Road. The plan currently only shows dedication of the right-of-way to the south side of the wetland crossing, but the entire right-of-way must be platted with this phase. The plat must be revised accordingly. The applicant must continue to work with the City Engineer and other agencies to finalize the road and future trail crossings over wetlands. Additional right-of-way or easement may be required over wetland 9. The 5th Addition also includes stub streets for Lupine Lane and Goldenrod Trail. These two streets will be stubbed to allow a future road extension should the properties to the east develop in the future. Lupine Lane will be a stub street and Goldenrod Trail will have a temporary cul de sac. The applicant must provide a temporary cul de sac easement for recording. The 6th Addition project will extend Larkspur Lane to the south boundary of the property. The street will be stubbed to south property line and will allow a future extension to the south should the adjacent property be developed. The length of this road section is short and will not require a cul de sac, however, the engineering standards do include signage on these types of dead-ends to notify residents that the road will be extended in the future. The cul de sac islands minimize the amount of pavement in the development, provide snow storage and provide an attractive amenity in the neighborhood. The islands will comply with the originally approved plans as required. The approved plans showed a landscaped island with sod from the curb line into a planted central area with a mix of ornamental grasses and one tree. The plant area was approved with shredded hardwood mulch and irrigation. The preliminary approvals require the developer to maintain the landscaping and irrigation Ravinia Parkway and the cul de sac islands. A maintenance agreement must be filed for the new cul de sac islands in these phases. Parks, Trails and Open Space The preliminary approvals required a number trail easements and dedication of two public parks. No public parks are proposed for the area to be developed in the 5th or 6th Addition and no public trails will be dedicated. The 6th Addition includes a trail easement along CR 101 for a future trail (no park Approved Ravinia Island 1 Ravinia 5th Addition and Ravinia 6th Addition (16-015 and 16-016) 5 July 28, 2016 dedication was granted for this trail easement). This was provided with the initial plat, but the applicant must provide proof that the easement is amended to reflect this plat. A future trail will run east of the 5th Addition and will be platted with phase 5B. This trail segment is conceptually shown on the preliminary plans and appears to be outside the buffer as required. However, we note that the trail does cross a wetland and additional information will be required when that phase is submitted. Development Phasing The developer has submitted an updated phasing plan. Final Plat The applicant is requesting approval of a final plat for “Ravinia 5th Addition” to create 47 lots and 3 outlots. The applicant is requesting approval of a final plat for “Ravinia 6th Addition” to allow 23 lots and 2 outlots. The final plat is consistent with the approved preliminary plat. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. The staff report noted the outstanding issues that must be addressed and we have included conditions in the attached resolutions to address these issues. Staff finds that the addition of a new housing style in the Ravinia development is consistent with the lifecycle housing goals noted for this PUD. 5. Recommendation Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2016-058 approving the final PUD development plan for Ravinia 5th Addition b. Resolution 2016-059 approving the Final Plat and Development Contract for the Ravinia 5th Addition c. Resolution 2016-060 approving the final PUD development plan for Ravinia 6th Addition d. Resolution 2016-061 approving the Final Plat and Development Contract for the Ravinia 6th Addition Ravinia 5th Addition and Ravinia 6th Addition (16-015 and 16-016) 6 July 28, 2016 Attachments a.Resolution 2016-058 approving the final PUD development plan for Ravinia 5th Addition b.Resolution 2016-059 approving the Final Plat and Development Contract for the Ravinia 5th Addition c.Resolution 2016-060 approving the final PUD development plan for Ravinia 6th Addition d.Resolution 2016-061 approving the Final Plat and Development Contract for the Ravinia 6th Addition e.Draft Ravinia 5th Addition Development Contract f.Draft Ravinia 6th Addition Development Contract g.Engineer’s Memo for Ravinia 5th dated June 25, 2016 h.Engineer’s Memo for Ravinia 6th dated June 25, 2016 i.Applicant’s narrative dated May 6, 2016 j.Site Graphics for Ravinia 5th dated June 1, 2016 (partial only – full set available at city hall) k.Final Plat Graphics for Ravinia 5th dated May 6, 2016 l.Site Graphics for Ravinia 6th dated May 6, 2016 (partial only – full set available at city hall) m.Final Plat Graphics for Ravinia 6th dated May 6, 2016 n.Updated Phasing Plan City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-58 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PUD DEVELOPMENT PLAN FOR “RAVINIA 5th ADDITION” FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 16-015) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Ravinia 5th Addition” for 47 lots on property legally described as: Lot I, Block 6 and Outlot E, RAVINIA AND Outlot A, RAVINIA 3rd ADDITION 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 by U.S. Home Corporation for a final PUD development plan for Ravinia 5th Addition and, FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1.A final PUD development plan is approved to create for 47 lots and three outlots for Ravinia 5th Addition on 61.51 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on June 1, 2016 and July 14, 2016, except as amended by this resolution. 2.Approval is contingent upon City Council approval of the final plat. 3.The development contract must be amended and executed by the developer and the City and must be filed with the final plat. 4.Development is subject to the preliminary approvals and amendments in Resolutions 2013-45, 2013-46, 2013-47 and 2013-48. 5.Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is due for this phase. 6.City staff must approve the final sidewalk locations prior to construction. 7.The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. 8.All platted residential lots shall comply with the following setbacks: City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-58 Page 2 of 3 55-foot lots 60-foot lots 65-foot lots 75-foot lots Front, From County Road 101* 100 feet 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet 20 feet Front Porch (≤ 120 square feet) 15 feet 15 feet 15 feet 15 feet Side (living) 5 feet 7.5 feet 5 feet 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City, prior to release of the final plat. 11. The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that “Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation.” a. Homes shall be allowed to have vinyl siding on the front elevation. b. The front elevation shall have a minimum of two different materials, which may include vinyl and stone/brick. c. A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). Landscaping and Lighting 12. The street lighting plan and landscape shall be revised as needed to eliminate conflicts between trees and street lights. There appear to be a few locations where the light is in the tree canopy. The applicant indicates that there is no conflict, but this must be field verified. Trees that are located where lighting is impacted must be relocated by the developer where directed by the city. 13. A final tree preservation plan shall be submitted for review and approval by the City. a. The plan shall be consistent with the preliminary approvals b. The plan shall identify the location and type of trees and all existing trees to be preserved. c. Such plan shall also include proposed locations and details of tree protection fencing to be installed for all trees to be preserved. 14. No sub-neighborhood signage is requested or approved in this phase. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-58 Page 3 of 3 15.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. a.Wetland signs shall be purchased from the City. b.The final locations must be inspected and approved by City staff. c.Monuments and signs shall be installed prior to approval of the building permit. Streets, Parking and Utilities 16.The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. 17.The final plat must dedicate the required right-of-way for Steeple Chase Lane from Bridle Path to Hackamore Road. 18.An easement shall be provided for the temporary cul de sac on Goldenrod Lane and must be filed with the final plat. 19.Maintenance easements must be provided for the cul de sac islands and must be recorded with the final plat. FURTHER, that the following conditions be met prior to issuance of building permits: 1.The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 2.The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-59 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RAVINIA 5th ADDITION” FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 16-015) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Ravinia 5th Addition” for 47 lots on property legally described as: Lot I, Block 6 and Outlot E, RAVINIA AND Outlot A, RAVINIA 3rd ADDITION NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request for a final plat; and; FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and FURTHER, that the approval is granted based on the following findings and conditions: 1. A final plat is approved to create for 47 lots and three outlots for Ravinia 5th Addition on 61.51 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on June 1, 2016 and July 14, 2016, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final PUD development plan for Ravinia 5th Addition. The developer shall comply with all conditions of final PUD development plan approval (Resolution 2016-58). 3. Development is subject to the preliminary approvals and amendments, except as otherwise amended. 4. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. 5. The development contract must be executed by the developer and the City and must be filed with the final plat. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-59 Page 2 of 3 a. Prior to finalizing the contract, the developer must provide updated construction estimates for the Development Contract that include landscape costs for City review and approval. 6. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 7. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. 8. The following conditions be met prior to issuance of building permits: a. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. b. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. c. Wetland buffer monument signs must be purchased from the City and installed by the applicant. d. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. e. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 9. The following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required to ensure installation per city requirements. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-59 Page 3 of 3 Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-60 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PUD DEVELOPMENT PLAN FOR “RAVINIA 6th ADDITION” FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 16-015) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Ravinia 6th Addition” for 23 lots on property legally described as: Outlot B, RAVINIA 2nd ADDITION. 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 by U.S. Home Corporation for a final PUD development plan for Ravinia 6th Addition and, FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1. A final PUD development plan is approved to create for 23 lots and two outlots for Ravinia 6th Addition on 12.61 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on July 14, 2016 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat. 3. The development contract must be amended and executed by the developer and the City and must be filed with the final plat. 4. Development is subject to the preliminary approvals and amendments in Resolutions 2013-45, 2013-46, 2013-47 and 2013-48. 5. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is due for this phase. 6. City staff must approve the final sidewalk locations prior to construction. 7. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-60 Page 2 of 4 8. All platted residential lots shall comply with the following setbacks: 55-foot lots 60-foot lots 65-foot lots 75-foot lots Front, From County Road 101* 100 feet 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet 20 feet Front Porch (≤ 120 square feet) 15 feet 15 feet 15 feet 15 feet Side (living) 5 feet 7.5 feet 5 feet 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City, prior to release of the final plat. 11. The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that “Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation.” a. Homes shall be allowed to have vinyl siding on the front elevation. b. The front elevation shall have a minimum of two different materials, which may include vinyl and stone/brick. c. A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). Landscaping and Lighting 12. The street lighting plan and landscape shall be revised as needed to eliminate conflicts between trees and street lights. There appear to be a few locations where the light is in the tree canopy. The applicant indicates that there is no conflict, but this must be field verified. Trees that are located where lighting is impacted must be relocated by the developer where directed by the city. 13. A final tree preservation plan shall be submitted for review and approval by the City. a. The plan shall be consistent with the preliminary approvals b. The plan shall identify the location and type of trees and all existing trees to be preserved. c. Such plan shall also include proposed locations and details of tree protection fencing to be installed for all trees to be preserved. 14. No sub-neighborhood signage is requested or approved in this phase. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-60 Page 3 of 4 15. 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. a. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. Streets, Parking and Utilities 16. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. 17. An easement shall be provided for the temporary cul de sac on Larkspur Lane and must be filed with the final plat. 18. The existing temporary cul de sac on Larkspur Lane adjacent to Lot 1, Block 1 and Lot 1, Block 2, Ravinia 6th Addition shall be vacated. 19. Maintenance easements must be provided for the cul de sac islands and must be recorded with the final plat. 20. The applicant shall provide proof that the trail easement adjacent to County Road 101 is included in the new plat. FURTHER, that the following conditions be met prior to issuance of building permits: 1. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 2. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-60 Page 4 of 4 Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-61 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RAVINIA 6th ADDITION” FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 16-016) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Ravinia 6th Addition” for 23 lots on property legally described as: Outlot B, RAVINIA 6th ADDITION NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request for a final plat; and; FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and FURTHER, that the approval is granted based on the following findings and conditions: 1.A final plat is approved to create for 23 lots and 2 outlots for Ravinia 6th Addition on 12.61 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on July 14, 2016 except as amended by this resolution. 2.Approval is contingent upon City Council approval of the final PUD development plan for Ravinia 6th Addition. The developer shall comply with all conditions of final PUD development plan approval (Resolution 2016-60). 3.Development is subject to the preliminary approvals and amendments, except as otherwise amended. 4.The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. 5.The development contract must be executed by the developer and the City and must be filed with the final plat. a.Prior to finalizing the contract, the developer must provide updated construction estimates for the Development Contract that include landscape costs for City review and approval. City of Corcoran July 28, 2016 County of Hennepin State of Minnesota RESOLUTION NO. 2016-61 Page 2 of 2 6. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 7. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. 8. The following conditions be met prior to issuance of building permits: a. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. b. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. c. Wetland buffer monument signs must be purchased from the City and installed by the applicant. d. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. e. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 9. The following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required to ensure installation per city requirements. VOTING AYE VOTING NAY Guenthner, Ken Guenthner, Ken Hank, Pat Hank, Pat Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Thomas, Ron Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 28th day of July 2016. ___________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RAVINIA 5TH ADDITION AGREEMENT dated ____________________, 2016, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and U.S. Home Corporation (dba Lennar) (the “Developer”). This is an amendment to the Ravinia Development Contract dated June 12, 2014. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Ravinia 5th Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described as: Lot 1, Block 6 and Outlot E, Ravinia And Outlot A, Ravinia 3rd Addition 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within (180) days after the City Council approves the final plat. 3. RIGHT TO PROCEED. The Developer may not construct sewer lines, water lines, streets, or utilities until 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) Construction Plans are approved by the City and distributed and 4) a pre-construction conference is held. The Developer may not construct any other public or private improvements, or any buildings until all the following conditions have been satisfied: 1) the plat has been recorded with the Hennepin County Recorder's Office and 2) the City’s Planner has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and trunk line area charge (TLAC)s for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges - 2 – will be calculated and imposed based on the fee schedule in place at the time the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within nine (9) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For nine (9) years from the date of the original Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A – Final Plat, received July 14, 2016 Plan B – Final Grading, Drainage, and Erosion Control Plan, received July 14, 2016 Plan C – Final Street Plan, received July 14, 2016 Plan D – Final Sanitary Sewer and Watermain Plan, received July 14, 2016 Plan E – Final Storm Sewer Plan, received July 14, 2016 Plan F – Final Landscape Plan, received May 5, 2016 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements within the project area: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes - 3 – • 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 contract with an engineer to provide 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 engineers inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. OFF-SITE PUBLIC IMPROVEMENTS. The developer agreed to pay the City the cost of these improvements as outlined in the Master Development Contract dated June 12, 2014 above, except the Hackamore Improvements, 66th Avenue and County Road 116 improvements, with the Phase I final plat. No payments are due for the Phase 5 development, however, the final remaining payments shall be due on July 1, 2017: • Hackamore final payment of $285,000.00 (or the remaining portion of the developer’s share of the costs). • CSAH 116 and 66th Avenue turn lanes as outlined in the feasibility study and estimated at $125,000. • CSAH 116 and 66th Avenue street improvements as outlined in the feasibility study and estimated at $900,000. • The developer’s portion (50% of the total actual cost) of the CSAH 116 traffic signal as outlined in the feasibility study and estimated at $100,000. 10. 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 - 4 – • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements in Phase 5 by November 15, 2017, unless otherwise approved by the City, with the exception of the final wear course of asphalt on streets. The Developer shall have the option of installing the wearing course of streets within one (1) year following initial commencement of work on the required basic improvements or installing it after the first course has weathered a winter season, consistent with warranty requirements. 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. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The developer also agrees to fund off-site improvements as noted in this agreement. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with the development. 13. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan B. The plan shall conform to City of Corcoran Engineering Design Standards. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. 15. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to insure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track or wash onto the street from Developer’s operation. 16. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements or right-of-way shall become City - 5 – 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 17. PARK DEDICATION. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 18. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 50.89 net acres (based on pre-developable area) x $5,305.00 per acre = $269,971.45 for Phase 5. The developer shall pay the water trunk line area charge (TLAC) for Phase 5 in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 19. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 47 units x $1,061.00 per unit = $49,867.00. 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. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 20. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 50.89 net acres (based on pre-developable area) x $3,203 per acre = $163,000.67 for Phase 5. The developer shall pay the sanitary sewer trunk line area charge (TLAC) for Phase 5 in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 21. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 47 units x $1,061.00 per unit = $49,867.00. 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. 22. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. All utilities, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except two model homes on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until improvements are accepted by the City of Corcoran. C. The Developer shall comply with the City of Corcoran Engineering Design Standards. - 6 – D. 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. E. Breach of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. F. 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. 23. 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. 24. 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. 25. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. a. Specifically, the developer shall reimburse engineering escrow account for plan review, stormwater modeling, full time inspection and construction coordination for $195,000.00 for Phases 4, 5 and 6. 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 - 7 – Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 26. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of Preliminary Plat approval (Resolution 2013-60), Preliminary PUD Development Plan approval (Resolution 2013-61), Final PUD Development Plan approval (Resolution 2016-58), and Final Plat approval (Resolution 2016-59). B. The Developer shall install a temporary turnaround on the east end of Goldenrod Trail until it is extended to the future connecting streets with the adjoining property when it redevelops. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. C. The Developer shall post a $4,700.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 47 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. D. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. E. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. F. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. G. Other requirements: i. A final plat/final PUD development plan is approved to create for 47 lots and three outlots for Ravinia 5th Addition on 61.51 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on June 1, 2016 and July 14, 2016, except as amended by this resolution. ii. Development is subject to the preliminary approvals and amendments, except as otherwise amended. iii. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. iv. The development contract must be executed by the developer and the City and must be filed with the final plat. - 8 – v. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. vi. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. vii. City staff must approve the final sidewalk locations prior to construction. viii. All platted residential lots shall comply with the following setbacks: 55- foot lots 60- foot lots 65- foot lots 75-foot lots Front, From County Road 101* 100 feet 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet 20 feet Front Porch (≤ 120 square feet) 15 feet 15 feet 15 feet 15 feet Side (living) 5 feet 7.5 feet 5 feet 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet ix. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. x. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City, prior to release of the final plat. xi. The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that “Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation.” a. Homes shall be allowed to have vinyl siding on the front elevation. b. The front elevation shall have a minimum of two different materials, which may include vinyl and stone/brick. - 9 – c. A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). xii. The street lighting plan and landscape shall be revised as needed to eliminate conflicts between trees and street lights. There appear to be a few locations where the light is in the tree canopy. The applicant indicates that there is no conflict, but this must be field verified. Trees that are located where lighting is impacted must be relocated by the developer where directed by the city. xiii. A final tree preservation plan shall be submitted for review and approval by the City. a. The plan shall be consistent with the preliminary approvals b. The plan shall identify the location and type of trees and all existing trees to be preserved. c. Such plan shall also include proposed locations and details of tree protection fencing to be installed for all trees to be preserved. xiv. No sub-neighborhood signage is requested or approved in this phase. xv. 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. a. Wetland buffer monument signs must be purchased from the City and installed by the applicant. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. xvi. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. xvii. The final plat must dedicate the required right-of-way for Steeple Chase Lane from Bridle Path to Hackamore Road. xviii. An easement shall be provided for the temporary cul de sac on Goldenrod Trail and must be filed with the final plat. xix. Maintenance easements must be provided for the cul de sac islands and must be recorded with the final plat. xx. The applicant must record the final plat, approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. - 10 – xxi. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. xxii. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. xxiii. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. xxiv. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required to ensure installation per city requirements. 27. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat or any part of it. 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. C. Appropriate legal documents regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. The parties anticipate that the Developer will make the HOA responsible for maintenance, repair or replacement of landscaping and irrigation in the boulevard medians and cul de sac islands; maintenance, repair or replacement of storm water improvements as needed and maintenance, repair or replacement of private park improvements. The Developer agrees to inform purchasers of lots within the Subdivision that 1) the city does not plan to maintain or pay for maintenance, repair or replacement of any such improvements and that the HOA will have primary responsibility for such work; 2) the City has the right but not the obligation to perform necessary work upon the failure or refusal of the HOA to do so; and 3) if the city performs any work on these improvements, the City intends to assess the cost of such work against the lots within the Subdivision and other portions of the property. E. 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 $1,500,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $2,000,000 or more. The City shall be named as an additional insured on the policy, and the - 11 – Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. F. Third parties shall have no recourse against the City under this Contract. G. 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. H. 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. I. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. The developer shall provide the City with proof of ownership (fee title) at the time this document is executed. J. 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. K. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 28. 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, following a 30 day written demand that developer cure the default, 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. 29. 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 or its contractors 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. - 12 – A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees and landscaping is one growing season following installation. 30. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, 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 the form attached hereto, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $3,095,950.69, which represents 125 percent of the estimated cost of the Improvements. The Letter of Credit shall be issued by a bank determined by the City to be solvent and creditworthy and shall be in a form acceptable to the City. The Letter of Credit shall allow the City to draw upon the instrument, in whole or in part, to reimburse the City for the full 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. Notwithstanding anything herein to the contrary, the Subdivision Letter of Credit shall not be reduced to less than $50,000, until such time as the City releases the entire Subdivision Letter of Credit. If at any time the City reasonably determines that the bank or banks issuing the Letter of Credit no longer satisfy the City’s requirements regarding solvency and creditworthiness, the City shall notify the Developer and the Developer shall provide to the City within 30 days a substitute for the respective Letter of Credit from another bank meeting the City’s requirements. If the Developer fails to provide the City within 30 days with a substitute Letter of Credit from an issuing bank satisfactory to the City, the City may draw under the existing Letter of Credit. The amount of the security was calculated as follows: ESTIMATED COSTS Developer - 13 – ITEM City Project (1) Installed (2) Private (3) Total Street Construction* $581,272.50 $581,272.50 Hackamore Road CSAH 101 Turn Lanes CSAH 116 and 66th Avenue Turn Lanes 66th Avenue Street Improvements Traffic Signal at CSAH 101 Traffic Signal at CSAH 116 Sanitary Sewer System $373,603.93 $373,603.93 Watermain System $276,047.50 $276,047.50 Storm Sewer System $273,489.38 $273,489.38 Boulevard and Drainage Swale Sod Pond Construction/Wetland Rest. Rain Garden Street and Traffic Control Signs Sidewalk Improvements Trail Improvements Landscaping $NEED $ $NEED $ Street Lighting Site Grading & Drainage Imp.** $784,183.50 $784,183.50 Setting Iron Monuments $4,700.00 $4,700.00 Tree Preservation and Reforestation Wetland Buffer Monuments SUB-TOTAL: $2,293,296.81 $2,293,296.81 Admin, Insp, As-Builts (8%) $183,463.74 $183,463.74 Total: $2,476,760.55 $2,476,760.55 Total Project Cost $2,476,760.55 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. - 14 – 31. This breakdown is for historical reference; it is not a restriction on the use of the security. The City shall provide the Developer written notice of any default for which the City feels a draw down may be necessary. Upon receipt of notice, developer shall have 15 days to cure any default The City may draw down the security, if the developer fails to cure the default or violation of the terms of this contract or if the security. The bank shall be subject to the approval of the City Administrator. 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) 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. 32. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval for Phase 5: Engineering Escrow for phases 4-6 $195,000.00 Sanitary Sewer Trunk line area charge (TLAC) $163,000.67 Water Supply Trunk line area charge (TLAC) $49,867.00 TOTAL CASH REQUIREMENTS LEVIED: $407,867.67 33. AGREEMENT RUNS WITH THE LAND. This Agreement shall run with the Property and shall be recorded against the title thereto. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the land within the Subdivision; that there are no unrecorded encumbrances or interests relating to the Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. CITY OF CORCORAN: BY: ______________________________________ Ken Guenthner, 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 Ken Guenthner 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 IRREVOCABLE LETTER OF CREDIT TEMPLATE To: City of Corcoran Attn: City Clerk 8200 County Road 116 Corcoran, MN 55340 Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a.Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b.Be signed by the Mayor or City Administrator of the City of Corcoran. c.Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d.Reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Clerk, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RAVINIA 6TH ADDITION AGREEMENT dated ____________________, 2016, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and U.S. Home Corporation (dba Lennar) (the “Developer”). This is an amendment to the Ravinia Development Contract dated June 12, 2014. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Ravinia 6th Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described as: Outlot B, RAVINIA 2nd ADDITION. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within (180) days after the City Council approves the final plat. 3. RIGHT TO PROCEED. The Developer may not construct sewer lines, water lines, streets, or utilities until 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) Construction Plans are approved by the City and distributed and 4) a pre-construction conference is held. The Developer may not construct any other public or private improvements, or any buildings until all the following conditions have been satisfied: 1) the plat has been recorded with the Hennepin County Recorder's Office and 2) the City’s Planner has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and trunk line area charge (TLAC)s for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed based on the fee schedule in place at the time the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within nine (9) years after preliminary plat approval. - 2 – 6. CHANGES IN OFFICIAL CONTROLS. For nine (9) years from the date of the original Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A – Final Plat, received July 14, 2016 Plan B – Final Grading, Drainage, and Erosion Control Plan, received July 14, 2016 Plan C – Final Street Plan, received July 14, 2016 Plan D – Final Sanitary Sewer and Watermain Plan, received July 14, 2016 Plan E – Final Storm Sewer Plan, received July 14, 2016 Plan F – Final Landscape Plan, received May 5, 2016 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements within the project area: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall contract with an engineer to provide 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 - 3 – 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 engineers inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. OFF-SITE PUBLIC IMPROVEMENTS. The developer agreed to pay the City the cost of these improvements as outlined in the Master Development Contract dated June 12, 2014 above, except the Hackamore Improvements, 66th Avenue and County Road 116 improvements, with the Phase I final plat. No payments are due for the Phase 6 development, however, the final remaining payments shall be due on July 1, 2017: • Hackamore final payment of $285,000.00 (or the remaining portion of the developer’s share of the costs). • CSAH 116 and 66th Avenue turn lanes as outlined in the feasibility study and estimated at $125,000. • CSAH 116 and 66th Avenue street improvements as outlined in the feasibility study and estimated at $900,000. • The developer’s portion (50% of the total actual cost) of the CSAH 116 traffic signal as outlined in the feasibility study and estimated at $100,000. 10. 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 • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters - 4 – • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements in Phase 6 by November 15, 2017, unless otherwise approved by the City, with the exception of the final wear course of asphalt on streets. The Developer shall have the option of installing the wearing course of streets within one (1) year following initial commencement of work on the required basic improvements or installing it after the first course has weathered a winter season, consistent with warranty requirements. 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. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The developer also agrees to fund off-site improvements as noted in this agreement. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with the development. 13. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan B. The plan shall conform to City of Corcoran Engineering Design Standards. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. 15. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to insure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track or wash onto the street from Developer’s operation. 16. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements or right-of-way shall become City property. 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 - 5 – 17. PARK DEDICATION. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 18. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 7.06 net acres (based on pre-developable area) x $5,305.00 per acre = $37,453.30 for Phase 6. The developer shall pay the water trunk line area charge (TLAC) for Phase 6 in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then- current rates. 19. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 23 units x $1,061.00 per unit = $24,403.00. 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. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 20. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 7.06 net acres (based on pre-developable area) x $3,203 per acre = $22,613.18 for Phase 6. The developer shall pay the sanitary sewer trunk line area charge (TLAC) for Phase 6 in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 21. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 23 units x $1,061.00 per unit = $24,403.00. 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. 22. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. All utilities, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except two model homes on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until improvements are accepted by the City of Corcoran. C. The Developer shall comply with the City of Corcoran Engineering Design Standards. D. 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. E. Breach of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. - 6 – F. 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. 23. 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. 24. 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. 25. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. a. Specifically, the developer shall reimburse engineering escrow account for plan review, stormwater modeling, full time inspection and construction coordination for $195,000.00 for Phases 4, 5 and 6. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. - 7 – 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. 26. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of Preliminary Plat approval (Resolution 2013-60), Preliminary PUD Development Plan approval (Resolution 2013-61), Final PUD Development Plan approval (Resolution 2016-60), and Final Plat approval (Resolution 2016-61). B. The Developer shall post a $2,300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 23 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. C. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. D. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. E. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. F. Other requirements: i. A final plat/final PUD development plan is approved to create for 23 lots and two outlots for Ravinia 6th Addition on 12.61 acres, in accordance with the plans and application received by the City on May 6, 2016 and additional information received on July 14, 2016. ii. Development is subject to the preliminary approvals and amendments, except as otherwise amended. iii. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. iv. The development contract must be executed by the developer and the City and must be filed with the final plat. v. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. vi. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 28, 2016. vii. City staff must approve the final sidewalk locations prior to construction. - 8 – viii. All platted residential lots shall comply with the following setbacks: 55- foot lots 60- foot lots 65- foot lots 75-foot lots Front, From County Road 101* 100 feet 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet 20 feet Front Porch (≤ 120 square feet) 15 feet 15 feet 15 feet 15 feet Side (living) 5 feet 7.5 feet 5 feet 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet ix. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. x. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City, prior to release of the final plat. xi. The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that “Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation.” a. Homes shall be allowed to have vinyl siding on the front elevation. b. The front elevation shall have a minimum of two different materials, which may include vinyl and stone/brick. c. A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). xii. The street lighting plan and landscape shall be revised as needed to eliminate conflicts between trees and street lights. There appear to be a few locations where the light is in the tree canopy. The applicant indicates that there is no conflict, but this must be field verified. Trees that are located where lighting is impacted must be relocated by the developer where directed by the city. xiii. A final tree preservation plan shall be submitted for review and approval by the City. - 9 – a. The plan shall be consistent with the preliminary approvals b. The plan shall identify the location and type of trees and all existing trees to be preserved. c. Such plan shall also include proposed locations and details of tree protection fencing to be installed for all trees to be preserved. xiv. No sub-neighborhood signage is requested or approved in this phase. xv. 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. a. Wetland buffer monument signs must be purchased from the City and installed by the applicant. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. xvi. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. xvii. An easement shall be provided for the temporary cul de sac on Larkspur Lane and must be filed with the final plat. xviii. The existing temporary cul de sac on Larkspur Lane adjacent to Lot 1, Block 1 and Lot 1, Block 2, Ravinia 6th Addition shall be vacated. xix. The applicant shall provide proof that the trail easement adjacent to County Road 101 is included in the new plat. xx. Maintenance easements must be provided for the cul de sac islands and must be recorded with the final plat. xxi. The applicant must record the final plat, approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. xxii. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. xxiii. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. - 10 – xxiv. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. xxv. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required to ensure installation per city requirements. 27. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat or any part of it. 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. C. Appropriate legal documents regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. The parties anticipate that the Developer will make the HOA responsible for maintenance, repair or replacement of landscaping and irrigation in the boulevard medians and cul de sac islands; maintenance, repair or replacement of storm water improvements as needed and maintenance, repair or replacement of private park improvements. The Developer agrees to inform purchasers of lots within the Subdivision that 1) the city does not plan to maintain or pay for maintenance, repair or replacement of any such improvements and that the HOA will have primary responsibility for such work; 2) the City has the right but not the obligation to perform necessary work upon the failure or refusal of the HOA to do so; and 3) if the city performs any work on these improvements, the City intends to assess the cost of such work against the lots within the Subdivision and other portions of the property. E. 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 $1,500,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $2,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. F. Third parties shall have no recourse against the City under this Contract. - 11 – G. 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. H. 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. I. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. The developer shall provide the City with proof of ownership (fee title) at the time this document is executed. J. 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. K. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 28. 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, following a 30 day written demand that developer cure the default, 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. 29. 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 or its contractors shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from - 12 – the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees and landscaping is one growing season following installation. 30. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, 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 the form attached hereto, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $1,131,281.24, which represents 125 percent of the estimated cost of the Improvements. The Letter of Credit shall be issued by a bank determined by the City to be solvent and creditworthy and shall be in a form acceptable to the City. The Letter of Credit shall allow the City to draw upon the instrument, in whole or in part, to reimburse the City for the full 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. Notwithstanding anything herein to the contrary, the Subdivision Letter of Credit shall not be reduced to less than $50,000, until such time as the City releases the entire Subdivision Letter of Credit. If at any time the City reasonably determines that the bank or banks issuing the Letter of Credit no longer satisfy the City’s requirements regarding solvency and creditworthiness, the City shall notify the Developer and the Developer shall provide to the City within 30 days a substitute for the respective Letter of Credit from another bank meeting the City’s requirements. If the Developer fails to provide the City within 30 days with a substitute Letter of Credit from an issuing bank satisfactory to the City, the City may draw under the existing Letter of Credit. - 13 – The amount of the security was calculated as follows: ESTIMATED COSTS Developer ITEM City Project (1) Installed (2) Private (3) Total Street Construction* $202,674.50 $202,674.50 Hackamore Road CSAH 101 Turn Lanes CSAH 116 and 66th Avenue Turn Lanes 66th Avenue Street Improvements Traffic Signal at CSAH 101 Traffic Signal at CSAH 116 Sanitary Sewer System $118,428.35 $118,428.35 Watermain System $133,615.00 $133,615.00 Storm Sewer System $77,608.25 $77,608.25 Boulevard and Drainage Swale Sod Pond Construction/Wetland Rest. Rain Garden Street and Traffic Control Signs Sidewalk Improvements Trail Improvements Landscaping $NEED $ $NEED $ Street Lighting Site Grading & Drainage Imp.** $303,360.00 $303,360.00 Setting Iron Monuments $2,300.00 $2,300.00 Tree Preservation and Reforestation Wetland Buffer Monuments SUB-TOTAL: $837,986.10 $837,986.10 Admin, Insp, As-Builts (8%) $67,038.89 $67,038.89 Total: $905,024.99 $905,024.99 Total Project Cost $905,024.99 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. - 14 – 31. This breakdown is for historical reference; it is not a restriction on the use of the security. The City shall provide the Developer written notice of any default for which the City feels a draw down may be necessary. Upon receipt of notice, developer shall have 15 days to cure any default The City may draw down the security, if the developer fails to cure the default or violation of the terms of this contract or if the security. The bank shall be subject to the approval of the City Administrator. 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) 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. 32. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval for Phase 6: Sanitary Sewer Trunk line area charge (TLAC) $22,613.18 Water Supply Trunk line area charge (TLAC) $37,453.30 TOTAL CASH REQUIREMENTS LEVIED: $60,066.48 33. AGREEMENT RUNS WITH THE LAND. This Agreement shall run with the Property and shall be recorded against the title thereto. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the land within the Subdivision; that there are no unrecorded encumbrances or interests relating to the Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. CITY OF CORCORAN: BY: ______________________________________ Ken Guenthner, 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 Ken Guenthner 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 IRREVOCABLE LETTER OF CREDIT TEMPLATE To: City of Corcoran Attn: City Clerk 8200 County Road 116 Corcoran, MN 55340 Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d. Reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Clerk, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Charlie Wiemerslage, P.E. From: Kevin Mattson, P.E., Kent Torve, P.E., Kirby Templin, P.E. Date: June 28, 2016 Subject: Ravinia Phase 5 – Plan Review Comments A plan set, dated (signed) 04/1/16, has been received for the proposed Phase 5 of the Ravinia development. The following comments are in regards to the plans submitted and should be considered in revisions to next submittal. General 1. Updated City standard detail plates have been provided. Incorporate updated plates as appropriate. 2. Draft record plan sets are currently under review for Phases 1-3 and should be updated with revised information within 90 days of receipt. 3. Submit a list, and the status of, all permits required for the project. Sanitary Sewer & Watermain 4. Revise the sanitary sewer pipe material to 8” PVC C900 DR-18 from MH-1 to MH-7 along Steeple Chase Lane. 5. All sanitary sewer service risers should be Schedule 40 pipe consists with standard details. 6. Revise the sanitary sewer pipe material from MH-21 to MH-22 along Lupine Lane to 8” PVC SDR-26 for consistency purposes. 7. Extend sanitary sewer along Lupine Lane to the east of Steeple Chase Lane to support future development. The preliminary plat included sewer to the property limits. Coordinate with city engineer. 8. Clarify the schedule for installation of the future 8” trunk sanitary sewer main extension from Prairie Sage Lane to the Hunter Neighborhood. Relocate the alignment of the future manhole to avoid impacts to the wetland/wetland buffer. Coordinate with city engineer. If the trunk sewer is planned for Phase 5, then verify impacts to the adjacent property to the west. 9. Review sanitary sewer grades out of MH-7 and construction limits to provide adequate grade for future construction. Utilities and street may have to be stopped short of the wetland if a permit cannot be secured. Charlie Wiemerslage, P.E. June 28, 2016 2 \\mspfsv02.lps.local\Studios\Planning & Urban Design Studio\City of Corcoran\COR16015 and COR16016 - Ravinia 5th and 6th Addition\Ravinia Phase 5 - Review Comments_1.docx 10. Review the constructability of proposed utility limits specifically the sanitary sewer extension along Goldenrod Trail. The proposed plan includes installation of a sanitary manhole and stub at a depth of 18 feet immediately adjacent to the property line. Coordinate with adjacent property owners may be required. Coordinate with city engineer. 11. Add gate valves or retest a portion of the watermain or sanitary sewer installed during previous phases. 12. Add note to plans to “Verify all existing sanitary sewer connections in the field.” 13. Add hydrants to the ends of the stub streets – Goldenrod Trail, Lupine Lane, & Prairie Sage Lane. Storm Sewer 14. Confirm the installation schedule of dual culverts under Steeple Chase Lane at Wetland 9. Will they be included with Phase 5 Utilities? If so, coordinate with city engineer on other options that will reduce future maintenance needs such as a box culvert, etc. 15. Review specific design details and installation schedule for the Wetland 9 diversion structure with city engineer. The status and conditions of the wetland permit could have an impact of the final design. For example, aluminum stop logs may be required as a replacement of the timbers. 16. Review storm sewer pipe run from F2 to F3 at the storm outlet near the Lupine Lane cul-de-sac. Pipe design velocities should be less than 10 feet per second. Provide appropriate energy dissipation or adjust storm sewer grades. If storm pipe grades are lessoned, additional drainage and utility easements will likely be required to facilitate installation, maintenance, and replacement requirements. Coordinate with city engineer. 17. Consider extending side and rear yard storm sewer pipe upstream of E5 and F11 to eliminate draintile connections across property lines. The storm sewer system should be able to be maintained via a drainage and utility easement. 18. Include in storm water designs the requirement for an outlet control where Wetland 9 discharges to the adjacent property to the east. Coordinate with city engineer. 19. Construct a stormwater pond east of the Steeple Chase Lane street connection to capture turn lane and possibly other Hackamore Road drainage. City engineer to provide additional information on sizing. 20. Relocate E2 to the nearby west property line of Lot 5/6, Block 1. Relocate E3 to the nearby north property line of Lot 6/7/9/19. Where applicable, all storm structures should be installed at property line to minimize length of draintile and other Charlie Wiemerslage, P.E. June 28, 2016 3 \\mspfsv02.lps.local\Studios\Planning & Urban Design Studio\City of Corcoran\COR16015 and COR16016 - Ravinia 5th and 6th Addition\Ravinia Phase 5 - Review Comments_1.docx associated materials required to meet sump connection requirements. This eliminates additional 6” draintile piping and closed connections. 21. Review front yard draintile sump connections located at Lots 3 & 4, Block 2, with the city engineer. 22. Install draintile cleanouts to the sump connection system upstream of all 45 degree bends or wye connections. (90 degree bends will not be accepted.) 23. Review the depth of storm sewer run C2 to C16 along Goldenrod Trail. 24. Review the proposed cover between storm sewer run E2 to E4. Pipe should have a minimum of 3 foot of cover. 25. Update the storm sewer profile for storm sewer run H-1 to H-3. 26. Confirm the plan is to construct storm sewer run J1 to J2 as the work is proposed within Wetland 9 and may require a permit. 27. Include record plan information from Phase 3 for the storm sewer CB’s installed at the intersection of Prairie Sage Lane and Bridle Path. Add draintile consist with city standards. 28. Avoid placement of storm castings in bituminous trail section. 29. Due to the close proximity of the wetland complex, removals of unsuitable materials and improved pipe foundation to construct the street and utilities should be anticipated and reviewed in the field during construction. Third party testing will need to be involved with specific testing for this area. Modeling 30. Submit the most recent stormwater model used for determining the proposed wetland and pond water levels for review. Model should be updated to reflect plans and changes. Send model versus reports. 31. Include the backyard drainages in model. Specifically, the low area by Lot 4, Block 3. 32. Submit complete watershed maps that cover the whole watersheds that fall wholly and partially within Phase 5 project boundaries. The watershed maps should be for existing and proposed conditions. On the maps, show the project boundary, label watersheds with IDs that correlate to the HydroCAD model, include watershed areas, and the watershed CN. 33. Provide storm sewer calculations for storm sewer networks throughout Phase 5 to verify design capacities and local flooding potential. 34. Provide storm sewer plans with outlet details for control structures. Charlie Wiemerslage, P.E. June 28, 2016 4 \\mspfsv02.lps.local\Studios\Planning & Urban Design Studio\City of Corcoran\COR16015 and COR16016 - Ravinia 5th and 6th Addition\Ravinia Phase 5 - Review Comments_1.docx 35. Define EOF elevation and flow path along west side of property near future Lots 76 & 77. Verify separation requirements for future Lots 74, 75, & 76. 36. Clearly define low – highpoint elevation for the road and trail crossing Wetland 9. Verify separation requirements for future Lots 86, 87, & 88. Can the outlet be reconfigured at crossing to provide skimming benefit? 37. Provide information and details on the drainage/outlet/spillway to the east property line for the wetland adjacent to Pond 14. 38. Add elevations to EOF’s at all street and trail crossings. 39. Verify inlet capacity requirements are meet. Grading 40. Clarify the rear yard drainage patterns of Lots 1-7, Block 2, specifically areas abutting the adjacent properties to the east of the proposed development. 41. Review grading options for the proposed EOF north of Goldenrod Trail. The EOF shall be rerouted to stay within the Ravinia Development. Upon commencing grading operations, this area to should be immediately regraded to control the surface water on site. 42. Review the proposed drainage along the western property line south of Wetland 9. Site drainage should be contained in a swale within the Ravinia Development. Adjustments to grades and the future street cul-de-sac may be required as the drawings currently show a 4 foot fill at the end of the street that abuts the property line. 43. Verify the upstream existing low openings for the structures located within the Hunter Neighborhood. 44. Review the proposed grading plans for the temporary cul-de-sac off of Prairie Sage Lane as it appears there will likely be a 10 foot fill required. In addition, the proposed grade for the future trail extension to the Hunter Neighborhood looks to be severely sloped. The trail should be designed to meet ADA compliance where applicable. 45. Provide a drainage and utility easement over the storm sewer run H-1 to H-3. 46. The low opening of Lot 31, Block 1 does not meet the 2 foot separation requirement from the EOF. 47. The low opening of Lots 3 & 4, Block 3 do not meet the 2 foot separation requirement from the EOF. Charlie Wiemerslage, P.E. June 28, 2016 5 \\mspfsv02.lps.local\Studios\Planning & Urban Design Studio\City of Corcoran\COR16015 and COR16016 - Ravinia 5th and 6th Addition\Ravinia Phase 5 - Review Comments_1.docx 48. The low opening of the future lot located on the west side of Steeple Chase Lane immediately south of the street crossing to Wetland 9 does not meet the 2 foot separation requirement from the EOF. 49. Provide a grading plan that addresses construction stormwater requirements for the area located south of Wetland 9. It appears temporary sediment ponds will be required. 50. Soil corrections for trail construction may be required for work adjacent to the wetland areas. Requirements for structural soils and/or other improved foundation materials will be reviewed in the field prior to construction. Coordinate with city engineer in field. 51. Provide trail centerline design elevations every 200 feet or at high and low points. The trail grade should be above the HWL elevation of the adjacent wetland/ponds. 52. Identify on the plans where bituminous trail grades exceed 5% slope. Review specific locations with city engineer. (Trail off of Prairie Sage Lane) 53. Verify that the trail elevations are a minimum of 1 foot above the HWL of the adjacent water body. 54. Review trail grading and provide culverts as necessary to maintain drainage. 55. Verify minimum of 10 foot access routes for all general maintenance requirements for ponds, utilities, etc. 56. Review with city staff the need for removing invasive and unwanted tree species along the development limits. Streets 57. Stub streets to have permanent traffic barriers per standard template as provided by City Engineer. 58. Review street grade design of Goldenrod Trail as it is currently proposed to drain easterly towards the adjacent property without any catch basins to collect the site drainage. At a minimum storm sewer structures and additional concrete curbing should be added to prevent surface water runoff from impacting the adjacent property. Coordinate with city engineer. 59. Verify vertical and horizontal curves meet typical standards including sight distance requirements. 60. Pedestrian ramps shall meet current ADA requirements and include information related to cross-slopes, approach grades, truncated dome orientation, and general layout. 61. Identify any proposed retaining wall locations. Charlie Wiemerslage, P.E. June 28, 2016 6 \\mspfsv02.lps.local\Studios\Planning & Urban Design Studio\City of Corcoran\COR16015 and COR16016 - Ravinia 5th and 6th Addition\Ravinia Phase 5 - Review Comments_1.docx 62. Label draintile cleanout locations on the plans. 63. Landscaping for cul-de-sac islands shall be per the original approved design with turf, grasses, and a tree with irrigation. 64. Relocate private utility poles located along Hackamore Road to facilitate construction. 65. Update plan information to clarify the street name as Lupine Lane versus Lupine Trail. 66. Follow city signage plan for the Ravinia Development consistent with Phases 1-3. Plat 67. Verify easements over utilities, ponds, wetlands, etc. provide sufficient coverage for access and maintenance activities. 68. Additional ROW or easement may be required for the trail and street crossings over Wetland 9. Coordinate with city engineers. 69. Provide the ROW to connect to Hackamore with plat. End of Comments Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Charlie Wiemerslage, P.E. From: Kevin Mattson, P.E., Kent Torve, P.E., Kirby Templin, P.E. Date: June 28, 2016 Subject: Ravinia Phase 6 – Plan Review Comments A plan set, dated (signed) 5/4/16, has been received for the proposed Phase 5 of the Ravinia development. The following comments are in regards to the plans submitted and should be considered in revisions to next submittal. General 1. Updated City standard detail plates have been provided. Incorporate updated plates as appropriate. 2. Draft record plan sets are currently under review for Phases 1-3 and should be updated with revised information within 90 days of receipt. 3. Submit a list, and the status of, all permits required for the project. Sanitary Sewer & Watermain 4. Review the constructability of proposed sanitary limits along Larkspur Lane. The proposed plan includes installation of a sanitary manhole and stub at a depth of 15 feet immediately adjacent to the property line. City requires a manhole as the adjacent property in not presently planned for redevelopment. Coordination with adjacent property owner and city engineer may be required. 5. Verify sanitary sewer grades meet anticipated elevation requirements for the ghost plat 6. Adjust Sanitary MH-16 to the south to help keep the watermain under the street section near the intersection of Larkspur Lane and Larkspur Court. 7. All sanitary sewer service risers should be Schedule 40 pipe consists with standard details. 8. Review the utility service crossings for conflicts near the low point in Larkspur Court. 9. Add gate valves or retest a portion of the watermain or sanitary sewer installed during previous phases. 10. Verify all existing sanitary sewer connections in the field. 11. Add hydrants to the ends of the stub streets – Larkspur Lane. Charlie Wiemerslage, P.E. June 28, 2016 2 T:\2294-Corcoran\17-Lennar\Phase 6\Plan Review\Ravinia Phase 6 - Review Comments_1.docx Storm Sewer 12. Include an outlet structure for Wetland 6. The existing outlet culvert has experienced frequent maintenance related issues. 13. Consider extending side and rear yard storm sewer pipe south of MH-5 to eliminate draintile connections across property lines. The storm sewer system should be able to be maintained via a drainage and utility easement. 14. Where applicable, all storm structures should be installed at property line to minimize length of draintile and other associated materials required to meet sump connection requirements. This eliminates additional 6” draintile piping and closed connections. 15. Install draintile cleanouts to the sump connection system upstream of all 45 degree bends or wye connections. (90 degree bends will not be accepted.) 16. Review the depth of storm sewer run FES 1 to CBMH 5 underneath Larkspur Court. Minimum pipe cover is 3 feet. Modeling 17. Submit the most recent stormwater model used for determining the proposed wetland and pond water levels for review. Model should be updated to reflect plans and changes. Send model versus reports. 18. Include the backyard drainages in model. 19. Submit complete watershed maps that cover the whole watersheds that fall wholly and partially within Phase 6 project boundaries. The watershed maps should be for existing and proposed conditions. On the maps, show the project boundary, label watersheds with IDs that correlate to the HydroCAD model, include watershed areas, and the watershed CN. 20. Provide storm sewer calculations for storm sewer networks throughout Phase 6 to verify design capacities and local flooding potential. 21. Provide storm sewer plans with outlet details for control structure Pond 7. 22. Verify inlet capacity requirements are met. Grading 23. Remove or restore berm sheet piling along Wetland 15 and establish a berm that provides a controlled outlet/spillway. Consider Flexamat or equal. Coordinate with city engineer. 24. Verify the constructability of the berm between Pond 8 & Wetland 15. Include cross- section of berm with water elevations upstream and downstream for review purposes. Charlie Wiemerslage, P.E. June 28, 2016 3 T:\2294-Corcoran\17-Lennar\Phase 6\Plan Review\Ravinia Phase 6 - Review Comments_1.docx 25. The low opening of Lot 1 & 2, Block 2 does not meet the 2 foot separation requirement from the EOF. 26. Remove the existing driveways and reestablish the ditch section along CSAH-101 per Hennepin County requirements. 27. Provide a drainage and utility easement over the overland EOF the parallels CSAH- 101. 28. Verify minimum of 10 foot access routes for all general maintenance requirements for ponds, utilities, etc. Streets 29. Review street grade design of Larkspur Lane as it is currently proposed to drain southerly towards the adjacent property. Additional concrete curbing should be added to prevent surface water runoff from impacting the adjacent property. Coordinate with city engineer. 30. Verify vertical and horizontal curves meet typical standards including sight distance requirements. 31. Pedestrian ramps shall meet current ADA requirements and include information related to cross-slopes, approach grades, truncated dome orientation, and general layout. 32. Identify any proposed retaining wall locations. 33. Label draintile cleanout locations on the plans. 34. Landscaping for cul-de-sac islands shall be per the original approved design with turf, grasses, and a tree with irrigation. 35. Follow city signage plan for the Ravinia Development consistent with Phases 1-3. Plat 36. Verify easements over utilities, ponds, wetlands, etc. provide sufficient coverage for access and maintenance activities. End of Comments I May 6, 2016 Ms. Kendra Lindahl, AICP City of Corcoran RE: Ravinia 5th and 6th Final Plats Dear Kendra: LENNAR® As discussed in our meeting on April 20, 2016 with City staff, Lennar is pleased to submit the 5t h and 5th addition final plats for Ravinia. With this submittal, we are requesting a vacation of Drainage and Utility Easements over Outlots C, F, and G, Ravinia 1st addition. Exhibits are enclosed demonstrating this. We are requesting vacation of Drainage and Utility Easements on the Larson property. Exhibits are enclosed demonstrating these as well. We are also requesting formal clarification of the PUD amendment that was approved by City Council to allow vinyl as an acceptable side material in 2015. Architecture -As noted, PUD Condition #10 of Resolution No. 2013-61 states PUD Flexibility is provided to allow the face of the garage to exceed 55% of the building face. In exchange for this flexibility: a.Garage door colors shall be compatible with the building colors. b.Architectural elements shall be added above the garage to de-emphasize the garage doors. c.Garage doors shall be architecturally styled to match the exterior of the homes. Condition #11 goes on to read that except as noted above, all Design Requirements for the RSF-2 district shall be met. This incorporates the Architectural regulations of the RSF-1 Zoning District by reference which stipulate that each elevation facing a street or park shall have a minimum of 50% comprised of natural material consisting of brick, stone, stucco, hardiboard, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation (Section 1040 Subd. 8.a.1). In January 2015, a PUD amendment was granted by the City to allow vinyl as an acceptable material on the front of the homes of the PUD. It was Lenna r's understanding that with the allowance of vinyl, the 50% requirement would not be required for the remainder of the buildout of the community. This is due to the fact that the original front elevations incorporated 100% LP Smartside, but with the change to the PUD, it was understood that the homes would not achieve the 50% coverage requirement. To date, all homes constructed in Ravinia consist of vinyl siding with stone or brick accents. After discussions with staff, it was communicated to Lennar that further clarification would be necessary to confirm that the 50% rule was no longer in effect. We thank the City of Corcoran for its consideration and appreciate your support as we continue to move forward with Ravinia. q �?�'------ Paul J. Tabone Land Entitlement Mgr Lennar Minnesota 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 x x 1 2 3 69 656565656565656565656565654.4%>6.0%>7.6%> < 5.6 % < 6. 0 % < 7 . 2 % 8.0%>< 4.4%4.4%> < 4.8% 7.0% > 8.0 % > <4.4% < 6 . 0 % < 5.6%< 6.8%4.8%> 7.0% > < 7 . 0 % 4.4% > 7.0 % > < 6 . 0 % < 7 . 0 % WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB 75 ' NO PA R K I N G NO PA R K I N G NOPARKINGLANE BRIDLE PATH L A R K S P U R CO U R T LARKSPUR GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 991.8FBTF 999.8GF 999.5 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 991.8 LO 994.8 LOTF 999.8 GF 999.5BF 992.3 WO TF 1000.3 GF 1000.0BF 9 8 7 . 2 FB**T F 9 9 5 . 2 GF 9 9 3 . 2 GF 1002.0TF 1002.3WOBF 994.3BF 992.3 WOTF 1000.3 GF 1000.0 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 9 9 0 . 8 LO 9 9 3 . 8 L O*T F 9 9 8 . 8 G F 9 9 7 . 8 BF 990.5 LO 993.5LO *TF 998.5 GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 99 3 . 3 WO BF 98 5 . 3 G F 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 G F 9 9 3 . 5 T F 9 9 3 . 8 W O B F 9 8 5 . 8 G F 9 9 4 . 5 T F 9 9 4 . 8 W O B F 9 8 6 . 8 GF 995.5TF 995.8WOBF 987.8 BF 98 8 . 1 FB **TF 9 9 6 . 1 GF 99 4 . 1 GF 996.5 *TF 998.5 WOBF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1000.0 TF 1000.3 WOBF 992.3 GF 1002.5TF 1002.8WOBF 994.8BF 990.8 LO 993.8 LOTF 999.8 GF 999.5GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LOLO 994.8 BF 991.8 GF 998.7TF 999.0WOBF 991.0 GF 1003.0*TF 1004.0LOLO 999.0BF 996.0BF 996.3LO 999.3LO**TF 1004.3GF 1002.3BF 992.8FBTF 1000.8GF 1000.5 DR A W D O W N - 9 7 8 N W L 9 7 4 . 1 HW L 9 7 5 . 0 DRAWDOWN - 986.5StormwaterTreatmentPond 8 PO N D 7 NW L 9 7 9 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 B618B618 B618 B61 8 SURMSURM S U R M SU R M B 6 1 8 99 2 . 0 99 2 . 5 99 3 . 2 99 5 . 0 99 6 . 0 99 7 . 0 99 5 . 2 9 9 3 . 2 99 2 . 8 994.8995.0994.8 994.9995.6996.2 99 5 . 7 99 5 . 5 99 6 . 7 99 4 . 7 30.0 50.030.0 50.0 32.0 50 . 0 30.0 50.0 6 0 . 0 STOPX X X X X X X XSTOPX X X X X X X XPEDRAMPPEDRAMP PE D RA M P NOPARKING1 2 3789698101234 5 6 7 8 9 10 11 12 13 14 15 17 16 1123456 2 4320 LF DTILE130 LF DTILE100 LF DTILE 12 5 L F D T I L E 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 12 5 L F D T I L E 315 LF DTILE WB c.o.c.o . c.o.c.o.20'20'20'25' 50 ' 2 2 1 OUT F A L L WB WB WB 15'15'10'15'15'15' 25'15' 2 5 ' 20' WB WB 65656565656565 65 65 65 65 65 65 65 65 65 65 6565 656565 65HWL 98 6 . 2 WB WBWBWB c.o.c.o. 992.5 x 9 9 3 . 2 x 9 9 3 . 3 x 9 9 2 . 7 <2%6%>5'10' <2%5'x 995.1 2%>5'x 995.0 x 994.9 x 995.1 x 995.0 2%>10'POND ACCESS PATHALONG EASEMENT POND ACCESS PATH PO N D A C C E S S P A T H FR O M B R O C K T O N L N 2 FI L E N O . FI N A L S T R E E T P L A N CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOU T SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. U S E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHA L L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLE G I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E V R P L A 4/27/16MDM01REVISE PLANS5/04/16TCW02REVISE PLANS LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.STREET NOTES1.ALL PUBLIC STREETS ARE 28' FF UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE SHOWN BACK TO BACK.2.ALL TEMPORARY, DEAD-END STREETS SHALL BE CLOSED WITH TEMPORARY BARRICADES AND ARE TO BE FULLY REFLECTORIZED ANDPROPERLY MAINTAINED UNTIL THE STREET IS EXTENDED, OR TEMPORARY CUL-DE-SACS ARE REQUIRED.3.SEE DETAILS STR-1 TO STR-13 FOR STREET DESIGN STANDARDS.4.ALL SIDEWALKS SHALL BE 6" THICK AND 5' WIDE. CONSTRUCT A PED RAMP AT EACH CURB AND/OR ROAD INTERSECTION PER STANDARDDETAIL PLATE STRT-12.5.NO PARKING PERMITTED IN CUL-DE-SACS.6.CUL-DE-SAC ISLAND CURB SHALL BE OUTFALL GUTTER7.INSTALL STREET DRAINTILE PER DETAIL STR-4 - 250FT IN EACH DIRECTION FROM LOW POINTS, 150FT UPSTREAM FROM CATCH BASINS ONGRADE. R1 - 1 30 " x 3 0 " ST O P X X X X X X X X SE E D E T A I L ST R T - 9 AL L S T O R M S E W E R S T R U C T U R E S S H A L L B E E X P O S E D DU R I N G S T R I N G L I N E O F C U R B T O E N S U R E P R O P E R F I T WI T H C O N C R E T E R I N G S . RAVINIA PH 6 5401-664 SC A L E I N F E E T 0 50 2 5 25 5 0 10 0 NO R T H 1 2 3 4 68 69 (992 . 6 ) (991.6)65 65656565656565656565656565656565 WB WB WB WB WB WB WB WB WB WB WB WB WB WB WBWB (98 4 . 4 ) (9 9 2 . 6 ) (989.6) (991.6) (9 9 2 . 9 ) (992.6) (984.6 ) ( 9 8 5 . 1 ) (987.8) ( 9 8 5 . 1 ) (9 8 4 . 1 ) (993.8) ( 9 8 7 . 1 ) (989.8)(990.3)(991.1)(993.1) (9 9 3 . 7 ) (990.6)(991.6)(991.6) WB WB WB 75 ' S&W0+89992.8S&W1+65991.0S&W0+74988.3S&W0+21987.810' RISER S&W0+31988.810' RISER S&W0+57992.38' RISER 8' RISERS&W0+72992.87' RISERS&W0+07990.85' RISERS&W0+55990.37' RISERS&W 0+93 987.8 9' RISERS&W 0+64 988.3 EXISTINGWYE AND RISERS&W 0+30 988.3 9' RISERS&W 0+51 986.8 8' RISER S & W 0+ 1 6 98 3 . 2 S& W 0+8 4 984. 1 S&W0+91 986.5 S& W 1+1 7 986 . 8 S & W 1 + 2 6 9 8 6 . 5 S&W 1+2 4 986 . 5 S&W 1+08 986.3 S&W 0+48 984.5 S&W 0+90 981.3 S& W 0+3 3 981 . 1 S & W 0+ 0 4 98 0 . 8 S & W 0 + 4 7 9 8 1 . 8 S & W 1 + 4 1 9 8 2 . 8 S&W0+55983.84' RISE R S&W 0+63 986.5 6' RISER S&W 0+14 987.0 7' RISER S&W 0+72 987.3 7' RISER S&W 0+11 987.8 8' RISER S&W 0+31 988.3 9' RISER S&W 0+53 988.3 EXISTINGWYE AND RISER S&W 0+59 987.8 9' RISERS&W1+95987.010' RISER S&W1+49987.010' RISER S&W0+62987.011' RISERLANE BRIDLE PATH L A R K S P U R CO U R T LARKSPUR 22.5° 12" BEND 11.25° 12" BEND 11.25° & 22.5° 12" BENDS 11.25° 12" BEND GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 991.8FBTF 999.8GF 999.5 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 GF 1000.0TF 1000.3FBBF 992.3BF 991.8 LO 994.8 LOTF 999.8 GF 999.5BF 992.3 WO TF 1000.3 GF 1000.0 BF 9 8 7 . 2 FB**T F 9 9 5 . 2 GF 9 9 3 . 2 GF 1002.0TF 1002.3WOBF 994.3BF 992.3 WOTF 1000.3 GF 1000.0 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 9 9 0 . 8 LO 9 9 3 . 8 L O*T F 9 9 8 . 8 G F 9 9 7 . 8 BF 990.5 LO 993.5LO *TF 998.5 GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 99 3 . 3 WO BF 98 5 . 3 G F 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 G F 9 9 3 . 5 T F 9 9 3 . 8 W O B F 9 8 5 . 8 G F 9 9 4 . 5 T F 9 9 4 . 8 W O B F 9 8 6 . 8 G F 9 9 5 . 5 T F 9 9 5 . 8 W O B F 9 8 7 . 8 BF 98 8 . 1 FB **TF 9 9 6 . 1 GF 99 4 . 1 GF 996.5 *TF 998.5 WOBF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1000.0 TF 1000.3 WOBF 992.3 GF 1004.5TF 1004.8WOBF 996.8GF 1002.5TF 1002.8WOBF 994.8BF 990.8 LO 993.8 LOTF 999.8 GF 999.5GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LO LO 994.8 BF 991.8 GF 998.7TF 999.0WOBF 991.0 GF 998.7TF 999.0WOBF 991.0 GF 998.7TF 999.0WOBF 991.0 GF 1003.0*TF 1004.0LOLO 999.0BF 996.0BF 996.3LO 999.3LO**TF 1004.3GF 1002.3BF 992.8FBTF 1000.8GF 1000.5 GF 1004.5TF 1004.8LOLO 999.8BF 996.8 DR A W D O W N - 9 7 8 N W L 9 7 4 . 1 HW L 9 7 5 . 0 NWL 986.0HWL 986.3DRAWDOWN - 986.5StormwaterTreatmentPond 8 PO N D 7 NW L 9 7 9 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 15161718 19 20 21 22 8 12713OS 11011 3 4 1 5 6 2 CBOX-998.2CBOX-998.7CBOX-997.7CBOX-997.5CBOX-995.5CBOX-994.6 CBOX-997.6 CBOX-998.7 CBOX-998.3CBOX-994.3 C B O X - 9 9 3 . 3 C B O X - 9 9 1 . 8 CB O X - 99 1 . 1 C B O X - 99 1 . 6 CB O X - 990 . 9 CBOX - 991.1 CBO X - 992.4 CBOX- 993.1 CBOX- 995.5 CBOX - 995.7 C B O X - 9 9 5 . 7 CB O X - 99 5 . 7 CBOX- 995.7 HBOE: 998.6HYD8 x 6 TEE6"GVHBOE: 995.0 HY D 8 x 6 R E D 6"G V HB O E : 9 9 7 . 2 30.050.030.0 50.030.0 50.0 32.0 50 . 0 30.0 50.030.0 50.0 6 0 . 0 22.5° 12" BENDPEDRAMPPEDRAMP PE D RA M P 22.5° 8" BEND22.5° 8" BEND11.25° 8" BEND11.25° 8" BEND11.25° 8" BEND 11.25°8" BEND 2 2 . 5 ° 8 " B E N D 2 2 . 5 ° 8 " B E N D 22.5° 8" B E N D 9 8" GV8" GV 8" GV 1 2 3 4567895679810123 4 5 6 7 8 9 10 11 12 13 14 15 17 16 1123456 2 24320 LF DTILE130 LF DTILE100 LF DTILE 12 5 L F D T I L E 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 1 2 5 L F D T I L E 315 LF DTILE 670 SF BUFFERAVERAGINGWBCONSTRUCTION OFWM AND SAN STUBSMAY REQUIRE ATRENCH BOX c.o.c.o.c.o.c.o.c.o.c.o.c.o.c.o.c.o. c. o . c. o . c. o . c. o . 20'20'20'20'25' 10 0 ' 50 ' 25' 2 2 1 c.o.WB WB WB 35 ' 15 ' 15'15'10'15'15'15' 25'15' 15'15' 15 ' 2 5 ' 20' 64 9 S F B U F F E R AV E R A G I N G WB WB WB c. o . c.o.12" BV12" BVc.o.c.o.656565656565 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65HW L 9 8 6 . 2 WB WBWBWB inv: 93.0inv: 93.0inv: 92.0inv: 92.3 inv: 93.0 inv: 93.0 inv: 93.0 inv: 94.0inv: 92.5 inv: 93.5inv: 93.5inv: 92.3 inv: 92.3 in v : 8 1 . 6 6" D R A I N T I L E 6" DRAINTILE c. o . c. o . c. o . in v : 8 7 . 0 in v : 8 6 . 0 in v : 8 4 . 5 in v : 8 3 . 0 inv: 9 8 7 . 5 in v : 9 8 5 . 5 in v : 9 8 0 . 0 c. o . DTILE8"x8" T c. o . c.o. DR I V E O V E R POND ACCESS PATHALONG EASEMENTPOND ACCESS PATH PO N D A C C E S S P A T H FR O M B R O C K T O N L N 5 FI L E N O . FI N A L S A N I T A R Y S E W E R & W A T E R M A I N P L A N CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE G . N O DA T E RE G . N O DA T E XX - X X - X X X X RE G . N O DA T E XX - X X - X X X X 26 1 4 7 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. US E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHAL L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEG I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E VR P L A 4/27/16MDM01REVISE PLANS2/18/15CAW01CITY REVIEW COMMENTS 5/04/16TCW02REVISE PLANS LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SC A L E I N F E E T 0 50 2 5 25 5 0 10 0 RAVINIA PH 6 5401-664 NO R T H NO T E S : 1. S A N I T A R Y C A S T I N G S S H A L L B E N E E N A H R - 1 6 4 2 B . 2. 8 " S A N I T A R Y S E W E R - S D R 3 5 T O 1 6 ' , S D R 2 6 F O R D E P T H S O V E R 1 6 ' 2. S E R V I C E S A N D R I S E R S S H A L L B E 4 " S D R 2 6 . 3. E X T E R N A L M A N H O L E I N F R A S H I E L D S A R E R E Q U I R E D O N A L L M A N H O L E S . 4. E X T E R N A L J O I N T W R A P A R E R E Q U I R E D O N A L L M A N H O L E S . 5. AL L W A T E R M A I N S H A L L B E P V C C 9 0 0 D E S I G N E D T O O P E R A T E A T 1 5 0 P S I P L U S WA T E R H A M M E R . ( 6 " - D I P C L 5 2 , 8 " C 9 0 0 C l 2 3 5 D R 1 8 , 1 2 " C 9 0 5 C l 3 0 5 D R 1 4 ) 6. BU T T E R F L Y G A T E V A L V E S A R E R E Q U I R E D O N A L L W A T E R M A I N 1 2 " A N D L A R G E R . AL L G A T E V A L V E S S H A L L H A V E ST A I N L E S S S T E E L B O L T S . 7. C U R B B O X E S T O H A V E E X T E N S I O N R O D S T O C U R B S T O P . 8. P R O V I D E P O L Y E T H Y L E N E W R A P ( 8 M I L , T U B E T Y P E ) A R O U N D A L L W A T E R M A I N I N AC C O R D A N C E W I T H A W W A C - 1 0 5 S T A N D A R D S . M E G - A - L U G J O I N T R E S T R A I N T S SH A L L B E U S E D O N A L L F I T T I N G S . 9. H Y D R A N T S T O B E W B N O . W B - 6 7 2 5 0 P P M O D I F I E D W I T H S T A I N L E S S B O L T S . PR O V I D E 2 H Y D R A F I N D E R M A R K I N G D E V I C E A N D R E - P A I N T A F T E R I N S T A L L A T I O N . 10 . H Y D R A N T S H A L L B E 8 . 0 ' B U R Y . W A T E R M A I N S H A L L H A V E 7 . 5 ' C O V E R . H Y D R A N T LE A D S S H A L L B E C L A S S 5 2 D . I . P . A L L H Y D R A N T S S H A L L H A V E S T O R Z C O N N E C T I O N S IN S T A L L E D . 11 . A L L W A T E R M A I N B O L T S S H A L L B E C O R E - B L U E T - B O L T S W I T H P R O T E C T E D E N D CA P S . 12 . T R A C E R W I R E S H A L L B E R A T E D U L A N D B E # 1 2 C O P P E R S O L I D W I R E S T R A N D . CO N N E C T E D T O H Y D R A N T A T B O T T O M B R E A K O F F B O L T W I T H E L E C T R I C A L CO N N E C T O R . 13 . I N S T A L L T R A C E R W I R E ( G R E E N ) W I T H S A N I T A R Y S E W E R M A I N . P L A C E M E N T O F CO N N E C T I O N B O X E S A N D G R O U N D A N O D E S S H A L L B E I N T H E B O U L E V A R D PE R P E N D I C U L A R T O T H E M A N H O L E S T R U C T U R E S . 14 . 1 " M I N I M U M T Y P E " K " C O P P E R S E R V I C E W I T H C U R B S T O P . C U R B B O X E S S H A L L BE I N S T A L L E D A T T H E D R A I N A G E A N D U T I L I T Y E A S E M E N T . 15 . A L L S E W E R S E R V I C E S A R E L O C A T E D 3 ' D O W N S T R E A M O F W A T E R S E R V I C E S . 16 . A L L D U C T I L E I R O N F I T T I N G S S H A L L B E E P O X Y C O A T E D A N D W R A P P E D I N P O L Y . 17 . A L L D R O P M A N H O L E S T O B E L I N E D W I T H A G S E S T U D L I N E R E M B E D D E D I N T O CO N C R E T E W A L L A S M A N U F A C T U R E D B Y R O Y A L C O N C R E T E P R O D U C T S . AR G U S U R E G R I P T H E R M O P L A S T I C L I N I N G A P P R O V E D E Q U A L . 18 . RE Q U I R E T H R E A D T Y P E O N A L L H Y D R A N T S T O B E H O S E - N S T 2 - 12" T P 7 5 3 2 , 7 - 12" TH R E A D S P E R I N C H , N O M I N A L T H R E A D O . D . 3 . 0 6 2 . PU M P E R - 4 12" N S T - T P 4 0 5 2 4 - 4 T H R E A D S P E R I N C H , N O M I N A L O . D . 5 . 7 5 0 . #5 N U T - N S T 1 - 12" P E N T A G O N . O P E N L E F T . R E D . 19 . S T O R Z N O Z Z L E S S H A L L B E 5 " . S T O R Z C O N N E C T I O N S S H A L L B E I N S T A L L E D O N AL L H Y D R A N T S . RD 2 2 96 5 97 0 98 0 99 0 10 0 0 10 1 0 96 5 97 0 98 0 99 0 10 0 0 10 1 0 -1 + 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 T- 9 9 1 . 5 12 " x 8 " T E E T- 9 9 0 . 7 8" G V BO - 9 9 8 . 6 HY D R A N T 6" V A L V E T- 9 9 0 . 6 8" x 6 " T E E T- 9 8 9 . 8 8" 2 2 . 5 ° B E N D T- 9 8 9 . 8 8" 1 1 . 2 5 ° B E N D T- 9 8 9 . 8 8" 1 1 . 2 5 ° B E N D T- 9 8 7 . 9 8" x 8 " T E E T- 9 8 6 . 3 8" 1 1 . 2 5 ° B E N D T- 9 8 5 . 7 8" G V T- 9 8 5 . 4 8" P L U G INV-975.40 8" P V C S D R 2 6 9 9 . 7 L F @ 0 . 4 0 % 8" P V C S D R 2 6 7 1 . 2 L F @ 0 . 4 2 % 8" P V C S D R 2 6 1 2 7 . 9 L F @ 0 . 4 7 % 8" P V C S D R 2 6 9 9 . 9 L F @ 0 . 4 0 % 8" P V C S D R 2 6 8 5 . 0 L F @ 0 . 4 0 % 8" P V C S D R 2 6 4 4 . 9 L F @ 0 . 4 5 % INV-975.80 INV-976.20 INV-977.50 INV-977.20 INV-976.60 MH 4 ST A : 0 + 0 0 . 0 RI M : 9 9 9 . 2 BL D : 2 3 . 8 MH 1 4 ST A : 1 + 0 0 . 0 RI M : 9 9 7 . 6 BL D : 2 1 . 8 MH 1 5 ST A : 2 + 0 0 . 0 RI M : 9 9 8 . 7 BL D : 2 2 . 5 MH 1 6 ST A : 3 + 0 0 . 0 RI M : 9 9 8 . 0 BL D : 2 1 . 4 MH 1 7 ST A : 4 + 2 8 . 6 RI M : 9 9 5 . 4 BL D : 1 8 . 2 MH 1 8 ST A : 5 + 0 0 . 0 RI M : 9 9 4 . 0 BL D : 1 6 . 5 9' R I S E R 9' R I S E R 10 ' R I S E R 10 ' R I S E R 9' R I S E R 9' R I S E R 8' R I S E R 8' R I S E R 7' R I S E R 7' R I S E R 6' R I S E R EX I S T I N G G R O U N D FI N I S H E D G R O U N D 12 " S T O R M XI N G I N V : 9 9 1 . 5 12 " S T O R M XI N G I N V : 9 9 2 . 9 C9 0 0 8 " P V C W M LO W E R W A T E R M A I N T O M O V E L O C A L H I G H P O I N T 977.70 - 8" PLUG T- 9 8 9 . 8 8" P L U G INV-976.108" PLUG RE M O V E 8 " P L U G , CO N N E C T T O EX I S T I N G 8" P V C S D R 2 6 15 . 0 L F @ 0 . 4 0 % 69 65 656565WB WB WB WB WB WB WB WBWB 7+008+00 S&W0+31988.810' RISER 992.38' RISERS&W0+07990.85' RISERS&W0+55990.37' RISERS&W 0+93 987.8 9' RISERS&W 0+64 988.3 EXISTINGWYE AND RISERS&W 0+30 988.3 9' RISERS&W 0+51 986.8 8' RISER S&W0+16983.2 S&W0+84984.1 S&W0+91986.5 S&W1+17986.8 S & W 1 + 2 6 9 8 6 . 5 S&W 1+2 4 986 . 5 S&W 1+08 986.3 S&W 0+48 984.5 S&W 0+90 981.3 S& W 0+3 3 981 . 1 S & W 0+ 0 4 98 0 . 8 S&W0+47981.8S&W1+41982.8S&W0+55983.84' RISERS&W 0+63 986.5 6' RISER S&W 0+14 987.0 7' RISER S&W 0+72 987.3 7' RISER S&W 0+11 987.8 8' RISER S&W 0+31 988.3 9' RISER S&W 0+53 988.3 EXISTINGWYE AND RISER S&W 0+59 987.8 9' RISERLANE BRIDLE PATHLARKSPURCOURTLARKSPUR 11.25° 12" BEND 11.25° & 22.5° 12" BENDS GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 991.8 LO 994.8 LOTF 999.8 GF 999.5BF 992.3 WO TF 1000.3 GF 1000.0BF 987.2FB**TF 995.2GF 993.2 GF 1002.0TF 1002.3WOBF 994.3BF 992.3 WOTF 1000.3 GF 1000.0 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 990.8LO 993.8LO*TF 998.8GF 997.8BF 990.5LO 993.5LO*TF 998.5GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 99 3 . 3 WO BF 98 5 . 3 G F 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 GF 993.5TF 993.8WOBF 985.8GF 994.5TF 994.8WOBF 986.8GF 995.5TF 995.8WOBF 987.8 BF 988.1FB**TF 996.1GF 994.1GF 996.5 *TF 998.5 WOBF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1000.0 TF 1000.3 WOBF 992.3BF 990.8 LO 993.8 LOTF 999.8 GF 999.5GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LOLO 994.8 BF 991.8 BF 992.8FBTF 1000.8GF 1000.5 N W L 9 7 4 . 1 HW L 9 7 5 . 0 DRAWDOWN - 986.5StormwaterTreatmentPond 8 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 15161718192021 22 8 127OS 11011 3 4 1 5 6 2 CBOX-998.2CBOX-998.7CBOX-997.7CBOX-997.5CBOX-995.5CBOX-994.6 CBOX-997.6 CBOX-998.7 CBOX-998.3CBOX-994.3 CBOX-993.3 CBOX-991.8 CB O X - 99 1 . 1 CBOX-991.6 CB O X - 990 . 9 CBO X - 991.1 CBOX-992.4 CBOX- 993.1 CBOX- 995.5 CBOX - 995.7 C B O X - 9 9 5 . 7 CBOX-995.7CBOX-995.7 HBOE: 998.6HYD8 x 6 TEE6"GVHBOE: 995.0 HY D 8 x 6 R E D 6"G V HB O E : 9 9 7 . 2 30.0 50.030.0 50.0 32.0 50 . 0 0+00 1+00 2+00 3+0 0 4+ 0 0 4 + 6 6 . 2 9 60 . 0 22.5° 12" BENDPEDRAMPPEDRAMP PE D RA M P 22.5° 8" BEND11.25° 8" BEND11.25° 8" BEND11.25° 8" BEND 11.25°8" BEND 22.5° 8" BEND 22.5° 8" BEND 22.5° 8" B E N D 5+46.27 1+002+003+004+005+00 9 8" GV8" GV 8" GV 910123456 7 9 11 12 13 14 151716 1123456320 LF DTILE130 LF DTILE100 LF DTILE 125 LF DTILE 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 125 LF DTILE315 LF DTILE WBCONSTRUCTION OFWM AND SAN STUBSMAY REQUIRE ATRENCH BOX c.o.c.o.c.o.c.o.20'20'20'25' 2 2 1 WB15'15'10'15' 25' 15' c.o.c.o.12" BV12" BVc.o.656565656565656565 65 65 65 65 65656565656565HWL 986.2WBWBWB 6" D R A I N T I L E inv: 987.5inv: 985.5 in v : 9 8 0 . 0 c.o.DTILE8"x8" T c.o.c.o. DR I V E O V E R POND ACCESS PATHALONG EASEMENT POND ACCESS PATH RD 2 3 96 0 97 0 98 0 99 0 10 0 0 10 1 0 96 0 97 0 98 0 99 0 10 0 0 10 1 0 -1 + 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 T- 9 8 7 . 9 8" x 8 " T E E T- 9 8 7 . 2 8" G V BO - 9 9 5 . 0 HY D R A N T 6" V A L V E T- 9 8 7 . 0 8" x 6 " T E E T- 9 8 4 . 7 8" 2 2 . 5 ° B E N D T- 9 8 2 . 7 8" 2 2 . 5 ° B E N D T- 9 8 2 . 8 8" 2 2 . 5 ° B E N D BO - 9 9 7 . 2 HY D R A N T 6" V A L V E T- 9 8 9 . 2 8" x 6 " R E D T- 9 8 7 . 3 8" 1 1 . 2 5 ° B E N D MH 1 9 ST A : 1 + 5 0 . 0 RI M : 9 9 2 . 5 BL D : 1 4 . 7 MH 2 0 ST A : 2 + 5 0 . 4 RI M : 9 9 0 . 5 BL D : 1 2 . 3 MH 2 1 ST A : 3 + 5 0 . 0 RI M : 9 9 0 . 5 BL D : 1 1 . 9 MH 1 7 ST A : 0 + 0 0 . 0 RI M : 9 9 5 . 4 BL D : 1 8 . 2 INV-977.20 8" P V C S D R 2 6 1 4 9 . 8 L F @ 0 . 4 0 % INV-977.80 8" P V C S D R 3 5 1 0 0 . 0 L F @ 0 . 4 0 % INV-978.20 8" P V C S D R 3 5 9 9 . 1 L F @ 0 . 4 0 % INV-978.60 8 " P V C S D R 3 5 1 3 1 . 1 L F @ 4 . 2 7 % MH 2 2 ST A : 4 + 7 5 . 4 RI M : 9 9 5 . 6 BL D : 1 1 . 4 INV-984.20 EX I S T I N G G R O U N D FI N I S H E D G R O U N D 15 " S T O R M XI N G I N V : 9 8 1 . 1 T- 9 7 9 . 6 W M LO W E R I N G C9 0 0 8 " P V C W M C 9 0 0 8 " P V C W M 4' R I S E R T- 9 8 2 . 5 W M T- 9 8 2 . 5 W M IN S U L A T E 6 FI L E N O . CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE G . N O DA T E RE G . N O DA T E XX - X X - X X X X RE G . N O DA T E XX - X X - X X X X 26 1 4 7 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. US E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHAL L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEG I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E VR P L A 4/27/16MDM01REVISE PLANS2/18/15CAW01CITY REVIEW COMMENTS 5/04/16TCW02REVISE PLANS RAVINIA PH 1 5401-664 LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SC A L E I N F E E T 0 50 2 5 25 5 0 10 0 FI N A L S A N I T A R Y S E W E R & W A T E R M A I N P L A N RAVINIA PH 6 5401-664 LA R K S P U R L A N E NO R T H LA R K S P U R C O U R T 169 (992 . 6 ) (991.6)65 656565656565656565656565WBWBWBWBWB WB WB WB WB WB WB WB WB WB (98 4 . 4 ) (9 9 2 . 6 ) (989.6) (991.6)(992.9)(992.6) (984.6 ) (985.1) (987.8) (985.1) (9 8 4 . 1 ) (993.8)(987.1)(989.8)(990.3)(991.1)(993.1)(993.7)(990.6)(991.6)(991.6) WB WB WB WB 75 ' 5+006+007+008+00S&W 0+64 988.3 EXISTINGWYE AND RISERS&W 0+30 988.3 9' RISERS&W 0+51 986.8 8' RISER S&W0+16983.2 S&W0+84984.1 S&W0+91986.5 S&W1+17986.8 S & W 1 + 2 6 9 8 6 . 5 S&W 1+2 4 986 . 5 S&W 1+08 986.3 S&W 0+48 984.5 S&W 0+90 981.3 S& W 0+3 3 981 . 1 S & W 0+ 0 4 98 0 . 8 S&W0+47981.8S&W1+41982.8S&W0+55983.84' RISERS&W 0+63 986.5 6' RISER S&W 0+14 987.0 7' RISER S&W 0+72 987.3 7' RISER S&W 0+11 987.8 8' RISER S&W 0+31 988.3 9' RISER S&W 0+53 988.3 EXISTINGWYE AND RISER EOF LANE BRIDLE PATH PADDOCK LANELARKSPURCOURTLARKSPUR GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 991.8FBTF 999.8GF 999.5 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 991.8 LO 994.8 LOTF 999.8 GF 999.5BF 992.3 WO TF 1000.3 GF 1000.0BF 987.2FB**TF 995.2GF 993.2 GF 1002.0TF 1002.3WOBF 994.3BF 992.3 WOTF 1000.3 GF 1000.0 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 990.8LO 993.8LO*TF 998.8GF 997.8BF 990.5LO 993.5LO*TF 998.5GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 99 3 . 3 WO BF 98 5 . 3 G F 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 GF 993.5TF 993.8WOBF 985.8GF 994.5TF 994.8WOBF 986.8GF 995.5TF 995.8WOBF 987.8 BF 988.1FB**TF 996.1GF 994.1GF 996.5 *TF 998.5 WOBF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1000.0 TF 1000.3 WOBF 992.3 GF 1006.0TF 1006.3WOBF 998.3GF 1004.5TF 1004.8WOBF 996.8GF 1002.5TF 1002.8WOBF 994.8BF 990.8 LO 993.8 LOTF 999.8 GF 999.5GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LOLO 994.8 BF 991.8 BF 996.3LO 999.3LO**TF 1004.3GF 1002.3 TF 1005.8LOLO 1000.8BF 997.8BF 992.8FBTF 1000.8GF 1000.5 TF 1006.3LOLO 1001.3BF 998.3 GF 1005.5TF 1005.8LOLO 1000.8BF 997.8LO 999.8BF 996.8 DR A W D O W N - 9 7 8 N W L 9 7 4 . 1 HW L 9 7 5 . 0 DRAWDOWN - 986.5StormwaterTreatmentPond 8 PO N D 7 NW L 9 7 9 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 15161718192021 22 8 12713OS 11011 3 4 1 5 6 2 CBOX-998.2CBOX-998.7CBOX-997.7CBOX-997.5CBOX-995.5CBOX-994.6 CBOX-997.6 CBOX-998.7 CBOX-998.3CBOX-994.3 CBOX-993.3 CBOX-991.8 CB O X - 99 1 . 1 CBOX-991.6 CB O X - 990 . 9 CBO X - 991.1 CBOX-992.4 CBOX- 993.1 CBOX- 995.5 CBOX - 995.7 C B O X - 9 9 5 . 7 CBOX-995.7CBOX-995.7HYD8 x 6 TEE6"GVHBOE: 995.0 HY D 8 x 6 R E D 6"G V HB O E : 9 9 7 . 2 30.0 50.030.0 50.0 32.0 50 . 0 30.0 50.00+00 1+00 2+00 3+0 0 4+ 0 0 4 + 6 6 . 2 9 60 . 0 988.0EOF 98 1 . 6 5 EO F PEDRAMP PEDRAMP PE D RA M P 11.25° 8" BEND11.25° 8" BEND11.25° 8" BEND 11.25°8" BEND 22.5° 8" BEND 22.5° 8" BEND 22.5° 8" B E N D 5+46.27 1+002+003+004+005+00 98" GV 8" GV 3 456789 6798101234567 8 9 10 11 12 13 14 151716 1123456 2 24320 LF DTILE130 LF DTILE100 LF DTILE 125 LF DTILE 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 125 LF DTILE315 LF DTILE 1, 4 6 3 S F BU F F E R AV E R A G I N G 670 SF BUFFERAVERAGINGWBCONSTRUCTION OFWM AND SAN STUBSMAY REQUIRE ATRENCH BOX EOF c.o.c.o.c.o.c.o.c.o.c.o.c.o.c.o.c.o.20'20'20'20'25' 10 0 ' 50 ' 2 2 1 c.o.WB WB WB 25' 35 ' 15' 15'15'10'15'15'15' 25'15' 15'25'15'20'649 SF BUFFERAVERAGING 93 . 0 WBWBWBc.o.c.o.c.o.c.o.656565656565656565 65 65 65 65 65 65 65 65656565656565HWL 986.2WBWBWB WB WB EO F EOF EOF EOF inv: 93.0inv: 93.0inv: 92.0 inv: 93.0 inv: 93.0 inv: 94.0inv: 92.5 inv: 93.5inv: 93.5 in v : 8 1 . 6 6" D R A I N T I L E 6" DRAINTILE c. o . c. o . c. o . in v : 8 7 . 0 in v : 8 6 . 0 in v : 8 4 . 5 in v : 8 3 . 0 inv: 987.5inv: 985.5 in v : 9 8 0 . 0 TEMPORARY DTILE c.o.TEMPORARY DTILE DTILE8"x8" T c.o.c.o. DR I V E O V E R in v : 9 8 0 . 0 c.o.POND ACCESS PATHALONG EASEMENT POND ACCESS PATH PO N D A C C E S S P A T H FR O M B R O C K T O N L N ST R U C T U R E S C H E D U L E St r u c t u r e N a m e 23456891011 12 OS 1 TY P E CB M H CB M H CB M H CB M H CBCB M H CB M H CB M H CBCB DI A M E T E R RI M 98 9 . 8 98 9 . 6 98 9 . 6 98 5 . 8 98 7 . 2 99 5 . 7 99 4 . 3 99 2 . 8 99 2 . 7 99 5 . 6 98 8 . 9 BU I L D 8. 6 8. 2 8. 0 3. 5 3. 7 8. 1 6. 3 4. 4 4. 1 4. 1 6. 4 IN V 98 1 . 2 0 98 1 . 4 0 98 1 . 6 0 98 2 . 3 0 98 3 . 5 0 98 7 . 6 0 98 8 . 0 0 98 8 . 4 0 98 8 . 6 0 99 1 . 5 0 98 2 . 5 0 CA S T I N G N O T E S 48 " 48 " 48 " 48 " 48 " 48 " 48 " 27 " 2' x 3 ' 2' x 3 ' R- 3 0 6 7 V R- 3 0 6 7 V R- 3 0 6 7 V R- 4 3 4 2 R- 4 3 4 2 R- 3 0 6 7 V R- 1 6 4 2 R- 3 0 6 7 V R- 3 0 6 7 V R- 3 0 6 7 V FE S S C H E D U L E St r u c t u r e N a m e 1713 TY P E FE S FE S IN V 97 9 . 0 0 98 7 . 0 0 98 7 . 0 0 C. Y . R I P R A P 666 FE S OS 48 " DR I V E - O V E R CA S T I N G 7 FI L E N O . FI N A L S T O R M S E W E R P L A N CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOU T SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. U S E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHA L L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLE G I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E V R P L A 4/27/16MDM01REVISE PLANS5/04/16TCW02REVISE PLANS LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SC A L E I N F E E T 0 50 2 5 25 5 0 10 0 1. 4 " D R A I N T I L E S H A L L B E I N S T A L L E D A T T H E L O W P O I N T C A T C H B A S I N S 2 5 0 ' M I N . ( S T D ) I N E A C H D I R E C T I O N & 1 5 0 ' I N TH E U P H I L L D I R E C T I O N F O R O N S L O P E C A T C H B A S I N S . 2. 6 " P E R F O R A T E D D R A I N T I L E S H A L L B E I N S T A L L E D T H R O U G H T H E I N F I L T R A T I O N / F I L T R A T I O N A R E A S A S S H O W N O N TH E P L A N S . S E E T H E " T Y P I C A L D E T A I L - I N F I L T R A T I O N / F I L T R A T I O N A R E A " O N G R A D I N G P L A N , S H E E T 1 4 F O R IN S T A L L A T I O N P U R P O S E S . 3. 6 " P E R F O R A T E D R E A R Y A R D D R A I N T I L E N O T W I T H T H E I N F I L T R A T I O N / F I L T R A T I O N A R E A S S H A L L C O M P L Y T O C I T Y DE T A I L S T 0 - 1 4 . 4. T I E T H E L A S T 6 P I P E J O I N T S T O F L A R E D E N D S E C T I O N S ( T Y P I C A L ) . 5. T R A S H G U A R D S S H A L L B E P L A C E D O N A L L FL A R E D E N D S E C T I O N S . 6. T I E A L L J O I N T S O N S T O R M S E W E R B E T W E E N A P R O N S A N D O C S T R U C T U R E S A N D A L L C U L V E R T A P R O N S . 7. W I M C O ' S O R A P P R O V E D E Q U A L T O B E I N S T A L L E D A T A L L S T O R M I N L E T S . S E E C I T Y D E T A I L S E R O - 4 A , E R O - 4 C , A N D ER O - 4 D . 8. G R A N U L A R M A T E R I A L S H A L L B E P L A C E D U N D E R S T O R M S E W E R P I P E O R S T R U C T U R E S T H A T A R E L E S S T H A N 4 8 " BE L O W F I N I S H E D G R A D E A N D E X T E N D T O A T L E A S T 4 8 " B E L O W F I N I S H E D G R A D E . 9. R I P - R A P F O R S T O R M S E W E R S H A L L B E C O N S T R U C T E D U S I N G G R A N I T E R O C K , 1 ' D I A M E T E R O R L A R G E R A N D S H A L L BE H A N D P L A C E D . 10 . A L L A D J U S T I N G R I N G S T O B E C O N C R E T E . 11 . A L L S T O R M S T R U C T U R E S S H A L L B E P R E C A S T O R P O U R E D I N P L A C E . N O B L O C K S T R U C T U R E S A L L O W E D . 12 . R E M O V E T E M P O R A R Y D R A I N T I L E I N R E A R L O T S O F B L O C K 4 N O R T H O F L A R L S P U R C O U R T , A N D R E S T O R E A R E A AF T E R I N S T A L L I N G F I N A L S T O R M S E W E R . NO T E S NO R T H 1 69 (991.6) 65 65 65 65 WB WB WB WB WB WB WB WB WB (98 4 . 4 ) (989.6) (991.6) (992.6) (984.6 ) ( 9 8 5 . 1 ) (987.8) (9 8 5 . 1 ) (9 8 4 . 1 ) (993.8) ( 9 8 7 . 1 ) (989.8)(990.3)(991.1) (993.1) (9 9 3 . 7 ) (990.6)(991.6)(991.6) WB WB 75 ' 7+008+00 S&W 0+64 988.3 EXISTING WYE AND RISER S&W 0+30 988.3 9' RISER S&W 0+51 986.8 8' RISER S & W 0+ 1 6 98 3 . 2 S& W 0+8 4 984. 1 S&W 0+91986.5 S& W 1+1 7 986 . 8 S&W 1+08 986.3 S&W 0+48 984.5 S&W 0+90 981.3 S& W 0+3 3 981 . 1 S & W 0+ 0 4 98 0 . 8 S & W 0 + 4 7 9 8 1 . 8 S & W 1 + 4 1 9 8 2 . 8 S & W 0 + 5 5 9 8 3 . 8 4 ' R I S E R S&W 0+63 986.5 6' RISER S&W 0+14 987.0 7' RISER S&W 0+72 987.3 7' RISER S&W 0+11 987.8 8' RISER S&W 0+31 988.3 9' RISER S&W 0+53 988.3 EXISTINGWYE AND RISER 131214 15 11 EOF LANE BRIDLE PATH L A R K S P U R CO U R T LARKSPUR GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 991.8 LO 994. 8 LO TF 999. 8 GF 999.5 BF 992.3 WO TF 1000.3 GF 1000.0 BF 9 8 7 . 2 FB**T F 9 9 5 . 2 GF 9 9 3 . 2 BF 994.3 BF 992.3 WO TF 1000.3 GF 1000.0 LO TF 9 9 8 . 5 GF 9 9 8 . 2 LO 9 9 3 . 8 L O*T F 9 9 8 . 8 G F 9 9 7 . 8 BF 990.5 LO 993.5LO *TF 998.5 GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 99 3 . 3 WO BF 98 5 . 3 G F 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 G F 9 9 3 . 5 T F 9 9 3 . 8 W O B F 9 8 5 . 8 G F 9 9 4 . 5 T F 9 9 4 . 8 W O B F 9 8 6 . 8 G F 9 9 5 . 5 T F 9 9 5 . 8 W O B F 9 8 7 . 8 BF 98 8 . 1 FB **TF 9 9 6 . 1 GF 99 4 . 1 GF 996.5 *TF 998.5 WO BF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1000.0 TF 1000.3 WOBF 992.3 BF 990.8 LO 993.8 LO TF 999.8 GF 999.5 GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LOLO 994.8 BF 991.8 DR A W D O W N - 9 7 8 N W L 9 7 4 . 1 HW L 9 7 5 . 0 DRAWDOWN - 986.5StormwaterTreatmentPond 8 PO N D 7 NW L 9 7 9 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 8 12 713OS 1 10 11 3 4 1 5 6 2 CBOX-998.2CBOX-998.7CBOX- 997.7 CBOX- 997.5 CBOX- 995.5 CBOX- 994.6 CBOX- 997.6 CBOX- 998.7 CBOX- 998.3 C B O X - 9 9 4 . 3 C B O X - 9 9 3 . 3 C B O X - 9 9 1 . 8 C B O X - 99 1 . 1 C B O X - 99 1 . 6 CB O X - 990 . 9 CBO X - 991.1 CBO X - 992.4 CBOX- 993.1 CBOX- 995.5 CBOX - 995.7 9 9 5 . 7 CB O X - 99 5 . 7 CBOX- 995.7 H Y D 8 x 6 T E E 6 " G V H B O E : 9 9 5 . 0 HY D 8 x 6 R E D 6"G V HB O E : 9 9 7 . 2 LP HP LP 3 0 . 0 5 0 . 0 30.0 50.0 32.0 50 . 0 0+00 1+00 2+00 3+0 0 4+ 0 0 4 + 6 6 . 2 9 RD 2 2 ST A = 4 + 2 8 . 6 4 EL E V = 9 9 5 . 4 9 RD 2 3 ST A = 0 + 0 0 EL E V = 9 9 5 . 4 9 6 0 . 0 988.0EOF 98 1 . 6 5 EO F PE D RA M P PE D RA M P PE D RA M P 11.25° 8" B E N D 11.25° 8" B E N D 11.25° 8" B E N D 11 . 2 5 ° 8" B E N D 2 2 . 5 ° 8 " B E N D 2 2 . 5 ° 8 " B E N D 22.5° 8" B E N D 5+ 4 6 . 2 7 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 9 8" GV 8 " G V 10 1 2 3 4 5 6 10 11 12 13 14 15 17 16 1123456 320 LF DTILE 130 LF DTILE 100 LF DTILE 12 5 L F D T I L E 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 1 2 5 L F D T I L E 315 LF DTILE 670 SF BUFFERAVERAGINGWB CO N S T R U C T I O N O F WM A N D S A N S T U B S MA Y R E Q U I R E A TR E N C H B O X EOF c. o . c. o . c. o . c. o . 20' 20' 2 0 ' 25 ' 50 ' 2 1 WB WB WB 15'15'10'15'15'15' 25'15' c. o . c.o.656565656565 65 65 65 65 65 65 65 65 65 65 65 65 65 65 OS B FE S B HW L 9 8 6 . 2 WB WBWB EOF EOFin v : 8 1 . 6 6" DRAINTILEc. o . in v : 8 4 . 5 in v : 8 3 . 0 in v : 9 8 5 . 5 in v : 9 8 0 . 0 TE M P O R A R Y D T I L E c. o . TEMPORARY DTI L E DTILE 8"x8" T c. o . c. o . DR I V E O V E R in v : 9 8 0 . 0 c. o . PO N D A C C E S S P A T H AL O N G E A S E M E N T POND ACCESS PATH PO N D A C C E S S P A T H FR O M B R O C K T O N L N 96 5 97 0 98 0 99 0 10 0 0 96 5 97 0 98 0 99 0 10 0 0 -0 + 5 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 15" INV: 981.2018" INV: 981.20 15" INV: 981.4015" INV: 981.40 18" INV: 979.00 15" INV: 981.8015" INV: 981.60 12" INV: 982.5015" INV: 982.30 12" INV: 983.50 CB 6 TC : 9 8 7 . 2 BL D : 3 . 7 ' DI A : 2 7 " 62 . 8 ' - 1 2 " R C P CL . 5 @ 1 . 5 9 % CB M H 5 TC : 9 8 5 . 8 BL D : 3 . 5 ' DI A : 4 8 . 0 " 14 2 . 7 ' - 1 5 " R C P CL . 5 @ 0 . 3 5 % CB M H 4 TC : 9 8 9 . 6 BL D : 8 . 0 ' DI A : 4 8 . 0 " 28 . 5 ' - 1 5 " R C P CL . 5 @ 0 . 7 0 % CB M H 3 TC : 9 8 9 . 6 BL D : 8 . 2 ' DI A : 4 8 . 0 " DR I V E O V E R CA S T I N G 30 . 8 ' - 1 5 " R C P CL . 5 @ 0 . 6 5 % CB M H 2 TC : 9 8 9 . 8 BL D : 8 . 6 ' DI A : 4 8 . 0 " 11 5 . 4 ' - 1 8 " R C P CL . 5 @ 1 . 9 1 % FE S 1 6' A P R O N 6 C Y C L . 3 RI P - R A P FI N I S H E D G R O U N D EX I S T I N G G R O U N D 8" W M T- 9 7 9 . 6 8" P V C S D R 35 T - 9 7 9 . 1 97 0 98 0 99 0 10 0 0 10 1 0 97 0 98 0 99 0 10 0 0 10 1 0 -0 + 5 0 0+ 0 0 1+ 0 0 CB M H 8 TC : 9 9 5 . 7 BL D : 8 . 1 ' DI A : 4 8 . 0 " 28 . 8 ' - 1 2 " R C P CL . 5 @ 0 . 6 9 % CB 1 2 TC : 9 9 5 . 6 BL D : 4 . 1 ' 2' x 3 ' 12" INV: 991.50 12" INV: 991.30 15" INV: 987.70 15" INV: 987.60 FI N I S H E D G R O U N D EX I S T I N G G R O U N D 8" W M T- 9 8 8 . 5 8" P V C S D R 2 6 T- 9 7 7 . 7 970 980 990 1000 1010 97 0 98 0 99 0 10 0 0 10 1 0 -0+500+001+00 2+ 0 0 3+ 0 0 12" INV: 988.4015" INV: 988.40 12" INV: 988.60 72 . 7 ' - 1 5 " R C P CL . 5 @ 0 . 5 5 % CB M H 1 0 TC : 9 9 2 . 8 BL D : 4 . 4 ' DI A : 4 8 . 0 " 28 . 3 ' - 1 2 " R C P CL . 5 @ 0 . 7 1 % CB 1 1 TC : 9 9 2 . 7 BL D : 4 . 1 ' 2' x 3 ' EXISTING GROUND 15" INV: 988.0015" INV: 988.00 CB M H 9 TC : 9 9 4 . 3 BL D : 6 . 3 ' DI A : 4 8 . 0 " 62 . 1 ' - 1 5 " R C P CL . 5 @ 0 . 4 8 % CB M H 8 TC : 9 9 5 . 7 BL D : 8 . 1 ' DI A : 4 8 . 0 " 12" INV: 991.3015" INV: 987.70 15" INV: 987.60 FINISHED GROUND15" INV: 987.00 127.4'-15"RCPCL.5 @ 0.47%FES 76' APRON6 CY CL.3RIP-RAP 8" W M T- 9 8 5 . 9 8" P V C S D R 2 6 T- 9 8 8 . 5 970 980 990 10009709809901000-1+000+001+00 15" INV: 987.0015" INV: 984.7515" INV: 987.00 136' APRON6 CY CL.3RIP-RAP9.8'-15"RCPCL.5 @ 0.00% OS 1TC: 988.9BLD: 6.4'DIA: 48.0"12.2'-15"RCPCL.5 @ -10.21% 15 " - R C P - 9 8 7 . 0 15 " R C P 9 8 4 . 7 5 4.25' SUMP 0. 5 ' TO P B A C K - 9 8 8 . 7 5 HW L - 9 8 8 . 1 0. 5 0 ' 15 " R C P OU T L E T 15 " - R C P IN L E T 4. 0 ' TO P F R O N T - 9 8 8 . 0 ' 0. 7 5 ' BO T T O M - 9 8 2 . 5 NW L - 9 8 7 . 0 OU T L E T S T R U C T U R E - P O N D 8 TO P W E I R - 9 8 7 . 5 NW L 9 8 7 . 0 0. 2 5 ' DR A I N T I L E @ 98 6 . 5 - D A Y L I G H T 2.0' 8 FI L E N O . CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE G . N O DA T E RE G . N O DA T E XX - X X - X X X X RE G . N O DA T E XX - X X - X X X X 26 1 4 7 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. US E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHAL L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEG I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E VR P L A 4/27/16MDM01REVISE PLANS2/18/15CAW01CITY REVIEW COMMENTS 5/04/16TCW02REVISE PLANS LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SC A L E I N F E E T 0 50 2 5 25 5 0 10 0 FI N A L S T O R M S E W E R P L A N RAVINIA PH 6 5401-664 NO R T H 989 x 987.5 x GL E A S O N P A R K W A Y CARRIAGE WAY 12 " W M x 986 x 985x 982x 984x 986 x 985 x 9 8 9 x 9 8 5 . 8 x 992 x 986x 987x 987x 9881 2 3 394068 69 (992 . 6 ) (991.6)x 995 x 994 x 992 x 993 x 994x 993x 994 x 9 8 8 x 9 9 0 x 9 9 1 x 986 990 x992 x 988 x 989 xx 990 x 990 x 986.5x 988 x 986.0 x 987.0x 987.0988.0 xx 987.0 65 6565 75 757575757575 65 65 65 65 65 65 65 6565656565 65656565656565656565656565656565656565656565656565656565656565656565656565 65 656565656565651000 x x 998 < 8.8%< 4.4%< 5.6%< 4.8%4.4%>6.0%>7.6%> < 5.6% < 6.0 % < 7 . 2 % 8.0%>< 4.4%< 7.2%4.4%> < 4.8% 7.0% > 8.0 % > <4.4% < 6 . 0 % < 5.6% < 6.8%4.8%>GF 1000.0TF 1000.3WOBF 992.3GF 1004.5TF 1004.8LOLO 999.8BF 996.8 x 985< 6.0%< 6.4%6.8% >6.4% >05 0402000204060708101112 7.6% >< 4.4%< 8.4%4.8% >4.0% > 7.0% > < 7 . 0 % 4.4% > 7.0 % > < 6 . 0 % < 7 . 0 % 12" C-905 WM 12" C-905 WM1008 x 1006 x13 WB WB WBWBWBWBWBWB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WBWB WB WBWBWBWB 20'20'20'20'20'20'20'28'50'25'Wetland Mitigation(8,620 sf)x 985.0x 985.0 x 984.5 986 x (984 . 4 ) (9 9 2 . 6 ) (988.1)(992.1)(995.3)(994.1)(997.6)(993.6)(996.1)(994.1) (989.6) (991.6) (9 9 2 . 9 ) (992.6) (984.6 ) ( 9 8 5 . 1 ) (987.8) (9 8 5 . 1 ) (9 8 4 . 1 ) (993.8) ( 9 8 7 . 1 ) (989.8)(990.3)(996.1)(997.6)(997.6)(997.6)(996.1)(994.6)(993.6)(992.3)(995.0) (991.9) (992.1) (996.1) (998.6) (998.1) (991.1)(993.1) (99 3 . 7 ) (990.6)(994.1)(991.6)(991.6)(993.6)(990.3)(990.3)(990.3)(991.6)(992.6)(993.1)(994.6)(999.1)(1000.1)(1000.6)(999.6)(999.1)(991.6)(994.1)(993.1)(991.6)(991.6)(1000.1)(999.1)(998.3)(1000.1)(998.6)(993.1)GF 996.5TF 996.8LOLO 991.8BF 988.8 GF 999.0TF 999.3WOBF 991.3 GF 998.5TF 998.8WOBF 990.8 GF 998.0TF 998.3WOBF 990.3 GF 995.5*TF 996.8WOBF 988.8 GF 996.5 TF 996.8 WOBF 988.8GF 1000.0TF 1000.3WOBF 992.3 BF 992.3WOTF 1000.3GF 1000.0 GF 999.0TF 999.3WOBF 991.3GF 998.3*TF 999.3WOBF 991.3BF 991.8 LO 994.8 LOTF 999.8 GF 999.5 BF 991.8 LO 994.8 LO *TF 999.5 GF 998.5BF 993.8WOTF 1001.8GF 1001.5 GF 993.5 *TF 994.5LOLO 989.5 BF 986.5GF 996.2 *TF 997.2 WOBF 989.2 GF 995.5TF 995.8LOLO 990.8BF 987.8 BF 988.3WOTF 996.3GF 996.0BF 987.8WOTF 995.8GF 995.5 BF 988.8WOTF 996.8GF 996.5GF 996.5 TF 996.8 WOBF 988.8GF 997.0 TF 997.3 WOBF 989.3GF 998.0 TF 998.3 WOBF 990.3GF 999.0 TF 999.3 WOBF 991.3GF 1002.0TF 1002.3WOBF 994.3GF 1000.0TF 1000.3LOLO 995.3BF 992.3 GF 1002.5TF 1002.8WOBF 994.8GF 1001.5TF 1001.8WOBF 993.8GF 998.5TF 998.8LOLO 993.8BF 990.8 BF 992.8WOTF 1000.8GF 1000.5BF 999.8 FB TF 1007.8 GF 1007.5BF 1002.3 FB TF 1010.3 GF 1010.0 (1009.0)(1006.5)20'75 WB WB WB WB WB WB WB WB WB WB WB WB WB 8' BIT TRAIL8' BIT TRAIL 9294 75 ' 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00 CARRIAGE WAY PENNY ROYAL CT S&W 2+01 984.8 S&W1+24984.821' RISERS&W0+23986.322' RISERS&W0+17986.822' RISERS&W0+73987.323' RISERS&W0+62987.322' RISERS&W0+62987.322' RISER S&W1+13982.5S&W0+84984.8 S&W1+51983.8 S&W2+13984.3S&W1+74983.8S&W0+91984.8S&W1+38988.320' RISER S&W0+75988.320' RISER S&W1+06989.821' RISER S&W 1+19 987.3 20' RISER S&W 0+19 986.3 19' RISER S&W 2+68 985.3 18' RISER S&W 2+00 984.8 18' RISER S&W 1+29 985.2 19' RISERS&W 0+09 987.0 19' RISERS&W 0+69 987.8 20' RISERS&W0+17990.313' RISERS&W0+34990.823' RISERS&W0+26989.822' RISERS&W0+92988.320' RISERS&W1+65988.320' RISERS&W0+25986.818' RISERS&W0+95988.3S&W0+72992.8S&W 0+30 995.8 25' RISERS&W 1+13 998.3 28' RISER S&W 1+42 983.0 6" SAN 4" WM GLEASON PARKWAY EOF 988.2512 CYRIPRAPBUFFER IMPACT -518 SQ FT CO R R E C T F O R MO N U M E N T P A D x 989 x 988 x 987.0 xx 989.0 xx 989.0 x x 988.25EOFx 989.0 xx 989.0 xx 989.0 x x 989.0 xx 989.0 xx 989.0 xx 989.0 x x 989.0 xx 989.0 x 9 8 3 . 0 x x 9 8 3 . 0 x 9 8 3 . 0 x x 983.0 x x 983. 0 x x 9 8 9 . 1 x 9 8 9 . 1 x 9 8 7 . 3 x 9 8 7 . 3 x 9 8 4 . 1 x 9 8 4 . 1 x 9 8 3 . 9 x 9 8 3 . 9 x 9 8 3 . 6 x 9 8 3 . 6 x 9 8 4 . 6 x 98 6 . 6 x 98 6 . 6 989.3 x 989.3 x 989.8 x 989.8 x 990.1 x 990.1 x 990.6 x 990.6 x 991.1 x 991.1 x 991.1 x 991.1 x 993.6 x 993.6 x989.8 x989.8 x991.1 x991.1 x992.1 x992.1 xx 993.1 x 993.1x 993.8 x 993.8x 992.8 x 992.8x 991.3 x 991.3x 991.3 x 991.3x 992.8 x 992.8 x 999.1 x 999.1 x 997.8 x 997.8 x 998.6 x 998.6 x 999.6 x 999.61000.1 x1000.1 x999.6 x999.6 x998.1 x 998.1 xx 999.6x 999.6x 998.6 x 9 9 1 . 6 x 9 9 1 . 6 x 9 9 5 . 6 x 9 9 5 . 6 x 9 9 7 . 6 x 9 9 7 . 6 x 9 9 8 . 1 x 9 9 8 . 1 x 9 9 7 . 1 x 9 9 7 . 1 x 9 9 5 . 6 x 9 9 5 . 6 x 99 3 . 6 x 993.6x 993.1x 993.1x 993.6x 993.6x 991.1x 991 . 1 x 99 1 . 1 x 9 9 1 . 1 x 99 2 . 6 x 9 9 2 . 6 x 991.2 x 991.2 9 9 1 . 7 x 9 9 1 . 7 x 9 9 1 . 6 x 9 9 1 . 6 x 99 2 . 4 x 992 . 4 x x 9 9 2 . 1 x 9 9 2 . 1 x 9 9 2 . 1 x 9 8 4 . 6 x 9 8 4 . 6 x 9 8 4 . 6 EOF EOF BRIDLE PATHLANEBRIDLE PATH PADDOCK LANE L A R K S P U R CO U R T LARKSPUR EOFx 91.7EOF x 985.5x 985.5x 987.5 x x 987.5 xEOFEOFx 91.7EOF EOF LA N D S C A P E EA S E M E N T mi n min x 989.0x 988.0 80' TEMP 15" HDPE / CMP @ 1.25%MAINTAIN DRAINAGEtemp 992 cont temp 990 cont GF 9 9 2 . 1 *TF 9 9 3 . 1 WO BF 9 8 5 . 1 BF 992.7LO 995.7LO*TF 1000.7GF 999.7 BF 994.3WOTF 1002.3GF 1002.0 BF 995.3WOTF 1003.3GF 1003.0 BF 996.8WOTF 1004.8GF 1004.5 BF 998.3WOTF 1006.3GF 1006.0 BF 998.3WOTF 1006.3GF 1006.0BF 991.8FBTF 999.8GF 999.5 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 GF 1000.0TF 1000.3FBBF 992.3 GF 1000.7 TF 1001.0 LOLO 996.0 BF 993.0GF 1004.5 TF 1004.8 WOBF 996.8BF 998.3WOTF 1006.3GF 1006.0BF 991.8 LO 994.8 LOTF 999.8 GF 999.5BF 992.3 WO TF 1000.3 GF 1000.0 BF 9 8 7 . 2 FB**T F 9 9 5 . 2 GF 9 9 3 . 2 GF 1002.0TF 1002.3WOBF 994.3BF 992.3 WOTF 1000.3 GF 1000.0 BF 9 9 0 . 5 LO 9 9 3 . 5 LO TF 9 9 8 . 5 GF 9 9 8 . 2 BF 9 9 0 . 8 LO 9 9 3 . 8 LO*T F 9 9 8 . 8 GF 9 9 7 . 8 BF 990.5LO 993.5LO *TF 998.5 GF 997.5 BF 990.3 WO *TF 998.3 GF 997.3 GF 995.5 *TF 996.5 WO BF 988.5 GF 99 3 . 0 TF 993 . 3 WO BF 985 . 3 GF 9 9 2 . 5 TF 9 9 2 . 8 W O BF 9 8 4 . 8 G F 9 9 3 . 5 T F 9 9 3 . 8 W O B F 9 8 5 . 8 G F 9 9 4 . 5 T F 9 9 4 . 8 W O B F 9 8 6 . 8 G F 9 9 5 . 5 T F 9 9 5 . 8 W O B F 9 8 7 . 8 BF 98 8 . 1 FB**TF 9 9 6 . 1 GF 99 4 . 1 GF 996.5 *TF 998.5 WOBF 990.5 GF 998.0 *TF 999.0 WOBF 991.0 GF 1001.0TF 1001.3WOBF 993.3GF 1000.0 TF 1000.3 WOBF 992.3 BF 992.6 WO *TF 1000.6 GF 998.6GF 1007.0TF 1007.3WOBF 999.3 BF 992.8 WO TF 1000.8 GF 1000.5 GF 1006.5TF 1006.8WO BF 998. 8 GF 1006.0TF 1006.3WOBF 998.3GF 1004.5TF 1004.8WOBF 996.8GF 1002.5TF 1002.8WOBF 994.8 GF 1004.5TF 1004.8WO BF 996.8 BF 990.8 LO 993.8 LOTF 999.8 GF 999.5GF 999.0 TF 999.3 WOBF 991.3 GF 999.5 TF 999.8 WOBF 991.8 GF 1000.0 TF 1000.3 WOBF 992.3 GF 999.5 TF 999.8 LOLO 994.8 BF 991.8 GF 998.7TF 999.0WOBF 991.0 GF 998.7TF 999.0WOBF 991.0 GF 998.7TF 999.0WOBF 991.0 GF 1000.0TF 1000.3WOBF 992.3 GF 1003.0*TF 1004.0LOLO 999.0BF 996.0BF 996.3LO 999.3LO**TF 1004.3GF 1002.3 GF 1005.5TF 1005.8LOLO 1000.8BF 997.8BF 992.8FBTF 1000.8GF 1000.5 GF 1006.0TF 1006.3LOLO 1001.3BF 998.3 GF 1005.5TF 1005.8LOLO 1000.8BF 997.8GF 1004.5TF 1004.8LOLO 999.8BF 996.8 DR A W D O W N - 9 7 8 NWL 985.5HWL 986.7 NW L 9 8 9 . 6 HW L 9 9 0 . 6 N W L 9 7 4 . 1 HW L 9 7 5 . 0 98 8 / 9 8 8 . 8 StormwaterTreatmentPond 9NWL 988.5HWL 990.7 St o r m w a t e r Tr e a t m e n t Po n d 6 NW L 9 8 5 . 5 HW L 9 8 6 . 2 NWL 986.0HWL 986.3 DRAWDOWN - 984.5 WITH IRRIGATIONNWL 986.2HWL 988.2DRAWDOWN - 986.5WITH IRRIGATION StormwaterTreatmentPond 10 DRA W D O W N - 9 8 7 . 0 FILTRATIONBASINDRAWDOWN - 986.5 CORRECTENTIRE POOLPADStormwaterTreatmentPond 8 PO N D 7 NW L 9 7 9 HW L 9 8 1 . 6 5 NWL 987.0HWL 988.1 15161718 19 20 21 22 8 12713OS 11011 3 4 1 5 6 2 30.050.030.0 50.0 32.0 50 . 0 1+002+003+004+005+006+000+00 1+00 2+00 3+0 0 4+ 0 0 4 + 6 6 . 2 9 6 0 . 0 988.0EOF 99 0 . 0 EO F 98 1 . 6 5 EO F PEDRAMP PEDRAMP PE D RA M P 5+46.27 1+002+003+004+005+00 9 x 994x 996x 995994.5 x 994.5 x 991.8 x 991.8 x 993.1 x 993.1x x 994.1 x 994.1 x 995.6x 995.6 x 997.1x 997.1x 997.1x 997.1 994.8 x994.8 x995.6 x995.6 x997.1 x997.1 x x 99 2 1234567891012345678913456 2 1 3 4 5 679810123 4 5 6 7 8 9 10 11 12 13 14 15 17 16 1123456 2 1 1322 4 4320 LF DTILE130 LF DTILE100 LF DTILE 12 5 L F D T I L E 25 L F D T I L E 220 LF D T I L E 125 LF D T I L E 12 5 L F D T I L E 315 LF DTILE 1, 4 6 3 S F BU F F E R AV E R A G I N G 835 SF BUFFERAVERAGING670 SF BUFFERAVERAGING1515 SF BUFFERAVERAGING WB WBWBWBWBWBWBWBWB EOF EOF WB 989.8 x989.8 x989.8 x989.8 x x 9 9 1 . 4 x 9 9 1 . 4 BF 993.7WOTF 1001.7GF 1001.4 c. o . c. o . c. o . c. o . 20'20'20'20'20'20'20'20'25' 10 0 ' 50 ' 25'25'25' 2 2 1 WB WB WBWB WB WB 20 ' 25 ' 35 ' 71 2 S F B U F F E R AV E R A G I N G 15' 15'15'10'15'15'15'10'15'20'15' 25'15' 15 ' 20'15'15'15'15'15' 25' 15' 30' 15' 15 ' 2 5 ' 15 ' 20' 25' 64 9 S F B U F F E R AV E R A G I N G 15'15' 15' 15' WB WB WB 989 x 987.5 x992 x 988 x 989 xx 990 FILTRATIONBASIN 656565656565 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65HW L 9 8 6 . 2 8' B I T T R A I L ROW R O W RO W 8 ' B I T T R A I L 8' BIT TRAIL WB WB WB WBWB WBWBWBWB WB WB WB WB WB WB WBWBWBWB WBWBWBWBWBWBWB EO F EOF EOF EOF EOF <3.0 % x 9 8 8 3.0 % > x 9 8 6 x 9 8 7 x 9 9 0 . 5 HP x 98 9 x 9 8 9 995.4 x995.5 x x 93.9x 93.6x 93.4x 93.48.3%2.0%8.3%993.7 x1.8%95.1 x 95.2 x x 94.3 x 93.1x 93.2x 93.2x 93.7x 94.3x 94.9x 95.1x 95.4x 93.5994.0 x 2.0%> x 94.3 ped ramp elevx 94.9x 94.0x 93.9 x 94.0 ped ramp elevx x 94.4 ped ramp elevx 94.2 ped ramp elev x 93.9 ped ramp elevx 94.1 ped ramp elevmatch 995.1 x2.3%x 95.1 match x 93.4 matchx 93.794.1xx 95.1 94.0x94.2x94.4x94.5x94.3x 2.0%> c. o . c.o . DR I V E O V E R POND ACCESS PATHALONG EASEMENTPOND ACCESS PATH PO N D A C C E S S P A T H FR O M B R O C K T O N L N 1510500+ 0 0 0+ 1 0 0+ 2 0 0+ 3 0 0+ 4 0 0+ 5 0 0+ 6 0 20 25 NW L DR A W D O W N E L E V A T I O N (1 . 0 ' B e l o w N W L ) T y p i c a l 3 : 1 S l o p e 1010 20 2550 6" P e r f o r a t e d D r a i n t i l e ( n o s o c k ) ( 1 ' A b o v e F i l t e r M e d i a b a s e ) (B e d d e d i n 12" C l e a n R o c k , 2 " t o p a n d b o t t o m , 8 " e a c h s i d e ) Sa n d F i l t e r M e d i a ( 2 ' T h i c k ) : 10 0 % M n D O T S p e c 3 1 4 9 . 2 J ( F i n e F i l t e r S a n d A g g r e g a t e ) 4' C o n c r e t e Ou t l e t S t r u c t u r e 0+ 7 0 10:1 maintenance bench 10:1 filtration bench 10:1 filtration benchnwl 3' - 5 ' We i r W a l l (T o p E l e v a t N W L ) Im p e r m e a b l e So i l Draintile 5' TY P I C A L F I L T R A T I O N B E N C H D E T A I L Ri p S u b g r a d e Mi n i m u m 1 8 " 5' Co n n e c t d r i a n t i l e t o O C S be h i n d w e i r w a l l No t e : E x c a v a t e f i l t r a t i o n a r e a s 2 ' b e l o w f i n i s h e d g r a d e d u r i n g gr a d i n g a c t i v i t i e s t o a l l o w f o r p l a c e m e n t o f t h e b i o r e t e n t i o n s o i l du r i n g s t o r m s e w e r i n s t a l l a t i o n . FIL T R A T I O N S H E L F N O T E S : 1. In i t i a l e x c a v a t i o n o f t h e f i l t r a t i o n s h e l v e s s h a l l b e d u g 2 ' b e l o w t h e f i n i s h e d f i n a l g r a d e . 2. Th e b i o r e t e n t i o n s o i l w i t h i n t h e f i l t r a t i o n s h e l v e s w i l l b e i n s t a l l e d a f t e r t h e s t o r m s e w e r o u t l e t c o n t r o l s t r u c t u r e i s i n s t a l l e d . 3. To p r e v e n t s o i l c o m p a c t i o n , h e a v y e q u i p m e n t s h a l l n o t b e a l l o w e d w i t h i n t h e r a i n g a r d e n s a t a n y t i m e . 4. Th e b o t t o m o f t h e f i l t r a t i o n s h e l v e s s h a l l b e t i l l e d a m i n i m u m o f 1 2 " p r i o r t o p l a c i n g t h e b i o r e t e n t i o n s o i l . 5. Re l a t i v l e y l i g h t e q u i p m e n t w i t h t r a c k s s h a l l b e u s e d t o e x c a v a t e t h e f i l t r a t i o n s h e l v e s 6. Im m e d i a t e l y u p o n c o m p l e t i o n o f g r a d i n g t h e f i l t r a t i o n s h e l v e s , s i l t f e n c e s h a l l b e i n s t a l l e d p e r t h e p l a n t o e s t a b l i s h p e r i m t e r c o n t r o l . 8. Th e b i o r e t e n t i o n s o i l w i t h i n t h e s h e l v e s w i l l b e 2 ' d e e p w i t h a 6 " d r a i n t i l e r a i s e d o n e f o o t a b o v e t h e b a s e o f t h e b i o r e t e n t i o n s o i l . 9. Th e b i o r e t e n t i o n s o i l r e c o m m e n d e d b y M N d o t o f 3 1 4 9 . 2 J ( f i n e f i l t e r s a n d a g g r e g a t e ) . 10. Th e m i x f o r t h e f i l t r a t i o n s h e l v e s s h o u l d b e 1 0 0 % s a n d . 11. Mi n n e s o t a M u l c h & S o i l c a n s u p p l y a n d d e l i v e r t h i s s o i l p r e m i x e d . ( 6 5 1 ) 3 3 0 - 0 2 9 9 9 FI L E N O . CI T Y P R O J E C T N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N O R S P E C I F I C A T I O N W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CH A R L E S A . W I E M E R S L A G E , P . E . Da t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c . N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE G . N O DA T E RE G . N O DA T E XX - X X - X X X X RE G . N O DA T E XX - X X - X X X X 26 1 4 7 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. US E W I T H O U T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHAL L T H E R E B Y INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEG I T I M A T E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R E S U L T I N G FROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE01/26/15 CAW SRT PHASE 6 BASE 17 54 0 1 - 6 6 4 - 6 0 0 -- - CO R C O R A N , MI N N E S O T A RA V I N I A 6 T H A D D I T I O N SR R GN NE E N IG E DESI E N N SA T H R E - B E R G Q U I S T , I N C . 15 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 S US S YRSOER E VR P L A 4/27/16MDM01REVISE PLANS2/18/15CAW01CITY REVIEW COMMENTS 5/04/16TCW02REVISE PLANS LE N N A R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.SCALE IN FEET 01005050100200 FI N A L G R A D I N G P L A N CO N S T R U C T I O N N O T E S 1. I N S T A L L S I L T F E N C E A S S H O W N O N P L A N , A S R E Q U I R E D B Y T H E C I T Y O F C O R C O R A N , E L M C R E E K W A T E R S H E D D I S T R I C T O R D I R E C T E D B Y T H E E N G I N E E R . 2. T H E W A T E R Q U A L I T Y P O N D M U S T B E E X C A V A T E D A T T H E B E G I N N I N G O F G R A D I N G O P E R A T I O N S T O P R O V I D E T E M P O R A R Y S T O R M W A T E R D E T E N T I O N D U R I N G C O N S T R U C T I O N . S A N D , C L A Y S , A N D S I L T S M U S T B E R E M O V E D F R O M T H E PO N D A S N E C E S S A R Y D U R I N G C O N S T R U C T I O N A N D A T T H E C O M P L E T I O N O F T H E P R O J E C T . R E F E R T O S E C T I O N 2 . 2 O F T H E S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N . 3. B E G I N G R A D I N G , I N S T A L L P E R F O R A T E D R I S E R P I P E I N P O N D S W H E N P O N D G R A D I N G I S C O M P L E T E . T E M P O R A R Y D R A I N A G E P I P E S H A L L B E U S E D F O R I N T E R M E D I A T E D R A I N A G E D U R I N G T H E C O N S T R U C T I O N P E R I O D A S N E C E S S A R Y AN D D I R E C T E D B Y T H E E N G I N E E R . T H E T E M P O R A R Y D R A I N A G E P I P E S S H A L L B E I N C I D E N T I A L T O T H E G R A D I N G O P E R A T I O N S . I N S T A L L S I L T F E N C E A R O U N D E X C A V A T E D P O N D , A F T E R T H E A S - B U I L T E L E V A T I O N S H A V E B E E N V E R I F I E D B Y TH E E N G I N E E R . 4. I N S P E C T P O N D , S I L T F E N C E , A N D R O C K E N T R A N C E B E R M A F T E R A L L R A I N F A L L E V E N T S A S R E Q U I R E D B Y T H E N P D E S P E R M I T . 5. L I N E A L L P O N D S W I T H A M I N I M U M 4 " O R G A N I C S O I L S & S E E D S L O P E S B E T W E E N N W L A N D 1 0 0 Y R H W L W I T H A W A T E R T O L E R A N T M I X . ( O R A S N O T E D ) 6. R E M O V E P E R F O R A T E D R I S E R P I P E W H E N S T O R M S E W E R A N D O U T L E T S T R U C T U R E F O R P O N D S A R E I N S T A L L E D ( I N C I D E N T A L ) . 7. P O N D - 1 0 : 1 B E N C H ( 1 F O O T ) T H E N 4 : 1 M A X 8. L O & W O F I N I S H E D P A D S S H A L L B E F L A T T E R T H A N 3 : 1 . A L L O T H E R S L O P E S 4 : 1 M A X ( U N L E S S N O T E D ) 9. R E S T O R A T I O N - 1 6 . 2 A C R E S P L U S W E T L A N D R E S T O R A T I O N A R E A S A. R E S T O R E A L L D I S T U R B E D A R E A S W I T H 4 " T O 6 " O F T O P S O I L , O R E X I S T I N G O N - S I T E O R G A N I C M T R L . B. S E E D A L L D I S T U R B E D A R E A S W I T H M N D O T M I X T U R E # 2 5 0 A T A R A T E O F 1 0 0 L B S . / A C R E A N D F E R T I L I Z E W I T H 2 0 - 0 - 1 0 A T 1 0 0 L B S . / A C R E . ( U N L E S S O T H E R W I S E N O T E D ) W E T L A N D R E S T O R A T I O N - BW S R 3 4 - 1 8 1 E M E R G E N T W E T L A N D SE E D M I X F O R W E T L A N D S ( A S N O T E D I N T H E W E T L A N D R E P L A C E M E N T P L A N A P P L I C A T I O N ) C. O N L Y P H O S P H O R O U S F R E E F E R T I L I Z E R I S T O B E U S E D O N S I T E . D. M U L C H W I T H T Y P E 1 A T A R A T E O F 2 T O N S / A C R E A N D D I S C A N C H O R I M M E D I A T E L Y A F T E R P L A C E M E N T . U S E W O O D F I B E R B L A N K E T O N A L L S L O P E S 3 : 1 ( F T ) O R G R E A T E R . E. P L A C E A P P R O V E D S T O R M S E W E R I N L E T P R O T E C T I O N I N O R A R O U N D A L L S T O R M S E W E R I N L E T S A N D M A I N T A I N U N T I L S T R E E T C O N S T R U C T I O N I S C O M P L E T E D . F. M A I N T A I N A L L S I L T F E N C E U N T I L T U R F H A S B E E N E S T A B L I S H E D . G. R E S T O R A T I O N W O R K W I L L B E C O M P L E T E D W I T H I N 7 2 H O U R S O F G R A D I N G C O M P L E T I O N . 10 . S I L T F E N C E , B E F O R E G R A D I N G - 61 0 0 L F A F T E R G R A D I N G - 67 5 L F 11 . T R E E F E N C E , B E F O R E G R A D I N G - XX L F 12 . E R O S I O N B L A N K E T - 9 3 0 SY ON - S I T E B M P S 1. N U R P P O N D - N U R P P O N D W I L L B E U T I L I Z E D T O M E E T O R E X C E E D Q U A L I T Y A N D R A T E C O N T R O L R E Q U I R E M E N T S . 2. S K I M M E R S - T H E P O N D O U T L E T S T R U C T U R E I N C L U D E S A S U B M E R G E D I N L E T P I P E T O A L L O W S K I M M I N G . ( U t i l i t y C o n t r a c t o r ) 3. R I P R A P - R I P R A P W I L L B E U T I L I Z E D A T A L L A P R O N S F O R E N E R G Y D I S S I P A T I O N A N D P R O V I D E S E D I M E N T C O N T R O L - ( U t i l i t y C o n t r a c t o r ) 4. I N L E T P R O T E C T I O N - I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A N D M A I N T A I N E D I N A L L C A T C H B A S I N S & R E A R Y A R D S T R U C T U R E S . ( W I M C O ' S O R E Q U A L ) - ( U t i l i t y C o n t r a c t o r ) 5. S L O P E S T A B I L I Z A T I O N - S I L T F E N C E W I L L B E I N S T A L L E D A L O N G D O W N G R A D I E N T G R A D I N G L I M I T S A N D W O O D F I B E R B L A N K E T W I L L B E U T I L I Z E D O N A L L S L O P E S 3 : 1 O R G R E A T E R T O P R O V I D E AD E Q U A T E S L O P E S T A B I L I Z A T I O N . ( G r a d i n g C o n t r a c t o r ) 6. B I O R O L L S - B I O R O L L S W I L L B E I N S T A L L E D A L O N G R E A R Y A R D S W A L E S T O P R E V E N T S E D I M E N T F R O M R E A C H I N G T H E N U R P P O N D A N D U L T I M A T E L Y D O W N S T R E A M W E T L A N D S ( G r a d i n g C o n t r a c t o r ) . 7. I N F I L T R A T I O N A R E A S - I N F I L T R A T I O N A R E A S W I L L B E U T I L I Z E D T O R E D U C E T H E A M O U N T O F R U N O F F F R O M T H E I N C R E A S E D H A R D S U R F A C E . ( G r a d i n g C o n t r a c t o r ) 8. S T R E E T S W E E P I N G - S T R E E T S W E E P I N G W I L L B E D O N E A M I N I M U M O F O N C E P E R W E E K O R A S N E E D E D T O M I N I M I Z E D U S T C O N T R O L A N D V E H I C L E T R A C K I N G . ( G r a d i n g a n d U t i l i t y C o n t r a c t o r ) 10 . P H O S P H O R O U S F R E E F E R T I L I Z E R - P H O S P H O R O U S F R E E F E R T I L I Z E R W I L L A L S O B E U S E D O N S I T E . - 11 . A L L C O N C R E T E W A S H O U T W A S T E P R O D U C E D S H A L L B E R E M O V E D F R O M T H E S I T E . ( U t i l i t y C o n t r a c t o r ) 12 . A D D I T I O N A L B M P S S H A L L B E I N S T A L L E D A R O U N D A L L W E T L A N D S W H E R E G R A D I N G I S T O O C C U R W I T H I N 5 0 F T . S U C H B M P S I N C L U D E D O Z E R C U T D I T C H . GE N E R A L N O T E S : 1. T H E G R A D I N G C O N T R A C T O R I S R E S P O N S I B L E F O R A L L S T O R M W A T E R I N S P E C T I O N S A C C O R D I N G T O T H E M P C A S T O R M W A T E R P E R M I T . T H I S I N C L U D E S B O T H W E E K L Y I N S P E C T I O N S A N D I N S P E C T I O N S D O N E A F T E R A 0 . 5 " R A I N E V E N T . A C O P Y O F T H E I N S P E C T I O N R E P O R T M U S T B E E M A I L E D T O T H E E N G I N E E R A N D D E V E L O P E R O N A W E E K L Y B A S I S . 2. T H E C O N T R A C T O R S H A L L P L A C E I N L E T P R O T E C T I O N D E V I C E S F O R A L L S T O R M S E W E R I N L E T S ( E X I S T I N G A N D P R O P O S E D ) A N D M A I N T A I N T H E M A S A N E F F E C T I V E S I L T C O N T R O L D E V I C E . I N L E T P R O T E C T I O N S H A L L B E R E M O V E D W H E N RE S T O R A T I O N H A S B E E N E S T A B L I S H E D . 3. A L L R E T A I N I N G W A L L S W I L L R E Q U I R E A S T R U C T U R A L D E S I G N , A B U I L D I N G P E R M I T & A F I N A L I N S P E C T I O N R E P O R T . ( I F A P P L I C A B L E ) 4. A 1 " - 2 " C R U S H E D R O C K E N T R A N C E B E R M S H A L L B E P L A C E D A T T H E S I T E E N T R A N C E , T O R E P L A C E S I L T F E N C E , A N D M I N I M I Z E E R O S I O N O N T O T H E S T R E E T S . T H E R O C K B E R M S S H A L L B E T H E W I D T H O F T H E E N T R A N C E A N D 2 F E E T H I G H WI T H 4 : 1 S L O P E S . (S E E D E T A I L ) 5. T H E C O N T R A C T O R S H A L L M A I N T A I N P O S I T I V E D R A I N A G E A W A Y F R O M T H E B U I L D I N G P A D A N D S T R E E T A R E A S T H R O U G H O U T C O N S T R U C T I O N . 6. T H E C O N T R A C T O R S H A L L A T T E M P T T O P R E V E N T S O I L M A T E R I A L S F R O M L E A V I N G T H E S I T E B Y E R O S I O N A N D V E H I C L E W H E E L T R A C K I N G . H E S H A L L B E R E S P O N S I B L E F O R C L E A N I N G O F S T R E E T , B O U L E V A R D A N D U T I L I T Y F A C I L I T I E S TH A T R E C E I V E A N Y E R O D E D O R T R A C K E D S O I L M A T E R I A L O R O T H E R C O N S T R U C T I O N D E B R I S O R M A T E R I A L . T H E G R A D I N G C O N T R A C T O R W I L L B E R E Q U I R E D T O P R O V I D E S T R E E T S W E E P I N G O N H U N T E R D R I V E D U R I N G T H E G R A D I N G OP E R T I O N S , I F R E Q U I R E D . 7. E X I S T I N G U T I L I T I E S S H O W N A R E S H O W N I N A N A P P R O X I M A T E W A Y O N L Y . T H E C O N T R A C T O R S H A L L D E T E R M I N E T H E E X A C T L O C A T I O N O F A N Y A N D A L L E X I S T I N G U T I L I T I E S B E F O R E C O M M E N C I N G W O R K . H E A G R E E S T O B E F U L L Y RE S P O N S I B L E F O R A N Y A N D A L L D A M A G E S A R I S I N G O U T O F H I S F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L E X I S T I N G U T I L I T I E S . RAVINIA PH 6 5401-664 NORTH HO L D D O W N D E T A I L S NO T E S : 1. G R A D E ( 9 9 9 . 0 ) B E H I N D E A C H H O M E S I T E I S T H E L O W G R O U N D E L E V A T I O N A N D P R O P O S E D T O P O F TO P S O I L , S U B G R A D E S H A L L B E D O W N 0 . 5 0 F E E T . 2. E S T A B L I S H F I N I S H G R A D E A T A L L 1 0 ' F R O N T Y A R D U T I L I T Y E A S E M E N T L O C A T I O N S . 3. T H E S E D E T A I L S R E F E R E N C E A 8 ' P O U R E D F O U N D A T I O N W A L L , A N D A 0 . 8 ' D R O P F R O M R E A R T O P FO U N D A T I O N T O G R O U N D E L E V A T I O N F O R A L L L O O K O U T S A N D W A L K O U T S . 6. 0 " TO P S O I L 25 . 0 ' CU R B LO O K O U T E L E V A T I O N 2: 1 3. 0 ' B E L O W G A R A G E F L O O R FI N I S H E D G R A D E P E R GR A D I N G P L A N GA R A G E F L O O R BS M T F L R ROW ESMNT 10 ' SBL 15 ' HSE LO O K O U T ( L O ) 65 ' P A D (U N L E S S O T H E R W I S E N O T E D ) 3. 0 ' B E L O W G A R A G E F L O O R CU R B 3: 1 M A X 2: 1 BF / W O E L E V A T I O N FI N I S H E D G R A D E P E R GR A D I N G P L A N GA R A G E F L O O R 6. 0 " TO P S O I L ROW ESMNT 10 ' SBL 15 ' HSE WA L K O U T ( W O ) 65 ' P A D (U N L E S S O T H E R W I S E N O T E D ) 25 ' 50 ' 65 ' GR N D E L E V A T I O N A T W O ( X X X . X ) RE A R P A D E L E V A T I O N 15 ' 5% 25 ' 50 ' GR N D E L E V A T I O N A T L O ( X X X . X ) RE A R P A D E L E V A T I O N 3: 1 M A X 2%MI N . 3% 2%MI N . BS M T F L R 3. 0 ' B E L O W G A R A G E F L O O R CU R B +/ - 3 : 1 FI N I S H E D G R A D E P E R GR A D I N G P L A N GA R A G E F L O O R 6. 0 " TO P S O I L ROW ESMNT 10 ' SBL 15 ' HSE FU L L B A S E M E N T ( F B ) 65 ' P A D (U N L E S S O T H E R W I S E N O T E D ) EN S U R E F U L L B A S E M E N T P A D S A R E D R A I N E D 25 ' 50 ' MA X 1% M I N . 25 ' BS M T F L R 65 ' 15 ' 65 ' 15 ' 50 ' 10 ' 1 5 ' 4' 2 1 ' RI G H T O F W A Y EA S E M E N T HO U S E S E T B A C K L I N E RE A R P A D L I N E BA S E M E N T F L O O R E X T E N T 15 ' 10 ' 50 ' 15 ' PR O F I L E V I E W PL A N V I E W 65 ' WB WE T L A N D B U F F E R P O S T 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 x x STAFF REPORT Agenda Item 10a. Council Meeting: July 28, 2016 Prepared By: Brad Martens Topic: Elm Creek Watershed Sub-watershed Assessment Action Required: Direction Summary: At the June 9th Council meeting, staff presented an opportunity for the City of Corcoran to complete an assessment of a sub-watershed within the City through the Elm Creek Watershed District. Staff was directed to work with Hennepin County to develop a scope of work for the sub-watershed to be completed. Since that time, Elm Creek Watershed has developed a scope of work with an expanded sub-watershed than what was previously presented and has authorized a grant application to complete the work contingent upon approval of the Corcoran City Council. The project is outlined in a memo attached to this report. Staff is requesting City Council consider moving forward with the grant application and study if the funds are awarded for the project. Financial/Budget: The cost of the entire projected is estimated to cost $59,045 of which would be paid by grant funds, Elm Creek Watershed funds, and $500 from the City of Corcoran. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Options: 1. Approve the grant application and authorize $500 towards the completion of a sub- watershed assessment. 2. Decline the opportunity to complete a sub-watershed assessment. Page 2 Recommendation: Approve the grant application and authorize $500 towards the completion of a sub- watershed assessment. Council Action: Consider a motion to approve the grant application and authorize $500 towards the completion of a sub-watershed assessment. Attachments: 1. July 19, 2016 Memo from Diane Spector and Jeff Strom Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com To: Brad Martens, City Administrator City of Corcoran From: Diane Spector Jeff Strom Date: July 19, 2016 Subject: Potential CWF Grant Application Rush Creek Headwaters Subwatershed Assessment The Elm Creek Watershed Management Commission proposes to submit a grant application to the Clean Water Fund (CWF) Accelerated Implementation Program to complete a subwatershed assessment in four key subwatersheds in the headwaters of Rush Creek and North Fork Rush Creek. Much of the land in those subwatersheds is in the City of Corcoran (see attached Figure 1). The City of Corcoran has requested the opportunity to consider such an application and approve its submittal. What is a subwatershed assessment? A subwatershed assessment is a detailed evaluation of stormwater runoff and pollutant loading conditions within an area of interest. In the Elm Creek TMDL, which is currently on public notice, wide-scale hydrologic modeling was done to estimate the rate and volume of stormwater runoff and the amount of pollutants such as sediment and phosphorus that was conveyed from the land into the lakes and streams in the watershed. On Figure 1 showing the Elm Creek watershed and the results of modeling performed for the TMDL, you will see polygons of different colors representing in general how much stormwater and pollutants are being generated from each of the subwatersheds. In real life, uniform conditions don’t exist across a subwatershed. For example, one field might have soils and slope such that more soil may wash away in a storm than another field that is flatter and has different types of soils. To more specifically pinpoint where pollutant loading may be coming from, a subwatershed assessment uses a much finer-scale model that can get down to the field level. Specific software tools and field assessments are the primary analyses used in a subwatershed assessment as these help identify the best practices to implement and where they will have the most impact. The final result of a subwatershed assessment is a series of detailed maps showing the recommended practices, and a set of actions, costs, and load removals. Why do a subwatershed assessment? The Elm Creek WMO Third Generation Watershed Management Plan identified TMDL/WRAPS implementation as a high priority goal. Completing subwatershed assessments in priority areas to identify load and volume reduction BMPs was one of the identified actions, and the proposed Rush Creek Headwaters Subwatershed Assessment is the first of what will be a series of assessments. MS4s such as Corcoran are required as part of their NPDES permits to come up with a plan of action to achieve the load reductions assigned in the Elm Creek Watershed TMDL, and to include that in your Local Stormwater Plan and your NPDES permit SWPPP. For both branches of Rush Creek Corcoran was assigned Total Phosphorus (TP) reductions of up to 85%, and E. coli (bacteria) reductions of up to 96%. This subwatershed assessment will help you locate and identify the best practices to accomplish these reductions. What are the benefits to the City? As stated above the biggest benefit is that it will help you meet your Local Water Management Plan and NPDES permit responsibilities. More specifically: • The final report will include figures showing the types of improvements that would be beneficial in reducing pollutant loading (see Figures 2 and 3 for example). • The final report will include a prioritized list of potential projects and practices and their cost/benefit. The subwatershed assessment process and tools that would be used are those recommended by BWSR, and grant applications for projects identified and prioritized using these methods are looked upon more favorably by grant reviewers. • MS4s such as Corcoran will have some responsibility under the Buffer Law to ensure buffers or practices having a similar effect are present on all public waters in their jurisdictions. One of the tools that will be used in the subwatershed assessment, the Agricultural Conservation Planning Framework (ACPF), specifically analyzes stream channels and adjacent land, and recommends the best type of protection practice (see Figure 2 for an example). This tool will evaluate critical areas that should be a high priority. It can also recommend buffer widths. The tool may, for example, help you determine that in a particular location a 25 foot wide buffer would be as protective as the required 50 foot buffer. • One of the tasks of the subwatershed assessment is to clean up and improve the accuracy of data about feedlot locations and number of animal units and number and location of septic systems. • In addition to the modeling tools, the assessment will also include a review of other potential projects and practices, such as correcting areas of stream erosion, identifying where discharge from riparian wetlands may be reducing the amount of oxygen in the streams, and addressing other known problems. How will data be obtained? A large share of the work is desktop, using Geographic Information Systems (GIS) modeling tools. We start with a Digital Elevation Model (DEM) generated from LIDAR (Light Detection and Ranging), which provides a very accurate representation of the terrain. The DEM can predict how water will flow across the surface of the land. The first step is called hydroconditioning the DEM. When a flow path in the DEM encounters a high spot, it doesn’t know if it is a high spot such as a berm which would stop water from flowing, or a road crossing with a culvert which would allow the water to continue flowing on. We have to go in and manually correct the flow path in those areas. The second step is to apply the modeling tools, which are applications that use the DEM and other information such as land use and soil types to identify locations for practices such as tile drain water level control structures; channel buffer types and widths; contour buffer strips; water and sediment control basins (WASCOBS); or infiltration practices. Two of the tools that would be used in this assessment are PTMApp (Prioritize, Target, and Measure) and ACPF. These are well-known and accepted tools developed in Minnesota and Iowa specifically for this purpose. The third tool would be aerial photo interpretation, and the fourth tool would be some on-the-ground field verification and investigation. The County would assist in collecting and verifying septic system and feedlot data that could be incorporated into the assessment. What is the plan for public outreach? For purposes of putting together a grant application and cost estimate, we have assumed that there will be a Technical Advisory Committee (TAC) with representatives from the Commission, the cities, Hennepin County, and other parties working with agricultural property owners such as University of Minnesota Extension. The Commission would ask the City to suggest the names of some key property owners who could participate as well. That TAC would meet 3-4 times during the course of the project. Also included in the grant application would be one general community meeting and four small focus group meetings held in different parts of the subwatersheds. If the grant is received the Commission would work together with all parties to refine the public input process based on the collective wisdom of the group. What is the timeline? Clean Water Fund grants are typically awarded annually in December. It takes about three months for the Board of Water and Soil Resources (BWSR) to complete the work plan development and review and contracting process. The earliest work could start would likely be April 2017, with the final report in mid-2018. Work would be complete enough so that the Commission and City would be in a position to apply for Clean Water Fund Implementation grants in summer 2018. What will it cost? For planning purposes we have put together a rough estimate of the cost of the project, including the modeling, BMP identification, reporting, field work, and meetings (Table 1). This estimate of about $60,000 includes an allowance for Commission staff time. We are still working with Commission staff to refine that estimate. The CWF grant requires a 25% local match, or $15,000. The Commission has budgeted funds in 2016 and 2017 for studies, subwatershed assessments, and project identification and will contribute the bulk of the estimated match. The Commission has requested that Corcoran contribute $500 towards the cost of the subwatershed assessment. Table 1. Estimated cost to complete modeling and BMP assessments on four subwatersheds in the Rush Creek headwaters. Task Hours Estimated Cost DEM model hydroconditioning 80 $9,200 Run PTMApp, ACPF, other assessments 100 11,500 Develop BMPs and prepare report 140 20,020 Field investigation & verification 16 4,640 Staff and TAC/Commission meetings 64 7,800 Public meetings and other outreach 51 5,805 Total 479 $59,045 What needs to be done to submit the grant application? The Elm Creek WMO has already acted to approve submitting the application, subject to review and approval by the City of Corcoran and by the Chair of the Commission. Wenck Associates is preparing the application at no charge to the Commission. The application is due August 8, 2016. Figure 1. Elm Creek TMDL modeled TP loading rates. Subwatersheds proposed for assessment are shown outlined in red. Darker blue subwatersheds have the potential to contribute high loads of sediment and nutrients than the lighter greens and yellow. The area in white drains directly to the Crow River or Mississippi River and was not modeled. Figure 2. An example of output from ACPF showing the best types of stream buffers and critical area for protection. Figure 3. An example of output from ACPF showing different types of practices that would be technically feasible and could be considered on a particular field. The next step would be to work with the owner to determine which of these practices would work best with their operations. STAFF REPORT Agenda Item 11a. Council Meeting: July 28, 2016 Prepared By: Brad Martens Topic: Financial Management Plan Action Required: Direction Summary: The City of Corcoran annually updates a financial management plan to serve as a guide for the ongoing financial management of the City. Staff has worked with Northland Securities to update the plan based upon the first draft of the 2017 budget reviewed at the July 14th work session. The updated plan is attached to this report. In addition to presenting the updated plan, staff was asked to prepare potential tax rate impacts based upon the first draft of the 2017 budget which includes some additional staffing and various budget increases as outlined in the work session memo from the meeting on July 14th. Incorporating the 2017 budget into the financial management plan shows an increase in the tax rate from 45.8% to 50.1%. The table below shows historical context of the City’s tax rate over time. 2013 2014 2015 2016 Draft 2017 46.1% 49.7% 45.3% 45.8% 50.1% The increase in the tax rate would have the following anticipated effects on residential properties: Market Value $76,000 $150,000 $285,000 $450,000 $1,000,000 2016 City Tax $208.91 $578.43 $1,252.57 $2,061.59 $4,581.30 2017 City Tax (draft) $228.55 $632.82 $1,432.61 $2,255.40 $5,012.00 Increase $19.64 $54.38 $117.76 $193.82 $430.70 The tax rate assumes no change in fiscal disparities distribution. Tammy Omdal of Northland Securities has assisted in the preparation of the plan and will be available to answer questions. The City Council should direct staff on any changes to the assumptions used in the update of the plan and the 2017 budget. Financial/Budget: The Financial Management Plan includes financial projections of taxes levied and the tax rate. Changes to the assumptions used will also change those projections. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. Page 2 FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Options: 1. Direct staff to amend the 2017 budget and financial management plan. 2. Direct staff to continue updating the financial management plan with assumptions as presented. Recommendation: It is recommended that the Council continue to prioritize investments to meet the goals and objectives of the City. Council Action: Direct staff on changes to the financial management plan. Attachments: 1. Draft Updated Financial Management Plan CityofCorcoran FinancialManagementPlan DraftforJuly28,2016CityCouncilMeeting AsofJuly15,2016 NorthlandSecurities,Inc. 45South7thStreet,Suite2000 Minneapolis,MN55402 (800)851-2920 MemberNASDandSIPC i LetterofTransmittal ExecutiveSummary1 OrganizationofPlan.................................................................................................................................1 StudyApproach..........................................................................................................................................1 UsingthePlan.............................................................................................................................................2 ConclusionsfromStudy...........................................................................................................................2 Recommendations....................................................................................................................................3 Background4 Summary.......................................................................................................................................................4 CapitalImprovementPlan5 OverviewofPlan........................................................................................................................................5 SourceofFunding.....................................................................................................................................5 DebtService.................................................................................................................................................6 TABLEA-CapitalImprovementPlan...................................................................................................7 TABLEB-DebtService...........................................................................................................................10 FinancialPlans12 Background................................................................................................................................................12 KeyFactors(Assumptions)....................................................................................................................12 TotalGovernmentalFundsCombined.............................................................................................13 TABLEC..................................................................................................................................................14 GeneralFundFinancialPlan.................................................................................................................15 TABLED.................................................................................................................................................17 TaxIncrementFundFinancialPlan....................................................................................................18 TABLEE..................................................................................................................................................19 DebtServiceFundsFinancialPlan.....................................................................................................20 TABLEF..................................................................................................................................................22 SpecialRevenueFundsFinancialPlan..............................................................................................23 TABLEG.................................................................................................................................................24 CapitalProjectsFundsFinancialPlan...............................................................................................25 TABLEH.................................................................................................................................................26 WaterFundFinancialPlan.....................................................................................................................27 TABLEI...................................................................................................................................................29 SewerFundFinancialPlan....................................................................................................................31 TABLEJ...................................................................................................................................................33 PropertyTaxLevyProjections.............................................................................................................35 TABLEK..................................................................................................................................................36 TABLEL..................................................................................................................................................37 Contents ii Appendix38 CHART1-CombinedGovernmentalFunds,TotalSourceandUseofFunds.....................38 CHART2-GeneralFund,TotalSourceandUseofFunds.........................................................39 CHART3-ProjectedAnnual%ChangeinPropertyTaxLevyandTaxRate.......................40 CHART4-CashBalances......................................................................................................................41 TABLEM-UtilityFeeandChargesSchedule(NotAdopted)...................................................42 TABLEN-EstimatesforDowntownImprovementProject......................................................43 TABLE0-EstimatedDebtSchedule-2016Bonds......................................................................44 TABLEP-EstimatedDebtSchedule-2017Bonds......................................................................45 TABLEQ-EstimatedDebtSchedule-2018Bonds.....................................................................46 TABLER-EstimatedDebtSchedule2019Bonds........................................................................47 TABLES-SpecialAssessmentProjections......................................................................................48 iii 1 ExecutiveSummary EXECUTIVESUMMARY ThisFinancialManagementPlan(the“Plan”)isintendedto TFSWFBTBHVJE FGPSUI FPOHPJOHöOBODJBMN BOBHFN FOU oftheCityofCorcoran(the“City”).ThePlancontainsman- BHFN FOUTUSBUFHJFTBOE JE FOUJöDBUJPOPGLFZGBDUPSTGPS GVUVSFQSPKFDUFE öOBODJBMQFSGPSN BODF5I F1MBOJODMVE FT informationonprojectedpropertytaxlevyandfeesand chargesthatwillbeneededtofundcityservices,capital improvementplans,anddebtservice.Futurecitycouncil actionswillimpactthekeyassumptionsthatwereusedto developthePlan. 5I F$JUZöSTUBE PQUFE UI F'JOBODJBM.BOBHFN FOU1MBOPO September13,2012,andhasactedtoupdatethePlan eachyearfollowing. OrganizationofPlan 5I F1MBOJTPSHBOJ[FE JOUPöWFTFDUJPOT 1.ExecutiveSummaryprovidesinformationontheorga- nizationofthePlan,studyapproach,usingthePlan, andconclusionsandrecommendations. 2.BackgroundE JTDVTTFTUI FI JTUPSJDBMDPOUFYUBOE öOBO cialdecisionsfacingtheCity.Informationisprovided onkeydevelopmentandredevelopmentfactors. 3.CapitalImprovementPlanandDebtServiceStudy providesinformationontheCity’splansforvehicle, equipment,andfacilitiesacquisition,streetmainte- nanceandimprovement,andwaterandsewerim- provements.Thisincludesestimatesonprojectcosts andsourcesoffundstopayfortheimprovements.In- formationondebtserviceisalsoincluded. 4.FinancialPlansareprovidedfortheeachoftheCity’s governmentalfunds(consolidatedbyfundtype)and GPSUI F8 BUFS'VOE BOE 4FX FS'VOE 5I FöOBODJBMQMBOT providebothhistorical,current,andfutureprojected sourcesandusesoffunds.Financialplanstakeintoac- countcurrentlevelsofserviceandrevenuesandfu- turecapitalimprovementplans. 5.AppendixQSPWJE FTDI BSUTPGE BUBUBLFOGSPN UI Fö nancialplansandinformationonfundbalancelevels. Inadditionascheduleoftheutilityfeesandcharges usedtodevelopthechargesforservicesrevenue shownintheWaterFundandSewerFundisincluded asanAppendixtothisPlan(see TableMonPage42).The scheduleoffutureyearutilityfeesandchargesin- cludedinthePlanhasnotbeenadoptedbytheCity Council.TheCityCounciladoptsafeescheduleonan annualbasis. StudyApproach ThePlanwaspreparedbyNorthlandSecurities.Thefol- lowingstepsweretakenaspartoftheprocess: •Cityprovidedinformationonhistoricalspendingand revenues,capitalimprovementplans,andprioryears budgetinformation. •InformationprovidedbytheCitywasorganized,ana- lyzed,andusedtosupportthedevelopmentofthe Plan. •0ODFUIFJOJUJBM1MBOXBTEFWFMPQFEUIFOEJòFSFOU scenariosandoptionswereconsideredandanalyzed. Thisincludedanalysisandreviewofestimatedpoten- UJBMGVUVSFE FCUTUSVDUVSJOHGPSöOBODJBMQMBOOJOHQVS poses. •$JUZTUBòPòFSFEQSFMJNJOBSZJOQVUBOEGFFECBDLPO theassumptionsanddesiredoutcomes. 2 ExecutiveSummary *UJTBMTPJN QPSUBOUUPOPUFBTQFDUTPGöOBODJBMQFSGPS mancenotreviewedaspartofthisstudy: •Analysisoftheimpactoftheprojectedpropertytax levyamountsonvariouspropertytypes. •Analysisofthesewerandwaterfeesandchargesin comparisontoothercities. UsingthePlan 5IF1MBOJTJOUFOEFEUPCFBQSBDUJDBMHVJEFGPSTUBòBOE UI F$JUZ$PVODJMGPSUI FPOHPJOHöOBODJBMN BOBHFN FOU oftheCity.MuchoftheinformationinthePlanhasendur- ingvalueandwillservetocontinuetoguidemanagement decisionsoveranumberofyears.However,management ofcityfundsisadynamicsystem.Propertytaxlaw,prop- ertyvalues,utilitycustomerbase,statutesandrulesmay change.Actualcostoflaborandmaterialsandsupplies willallvaryfromyeartoyearimpactingtheassumptions inthePlan.Growthfromdevelopmentwillvaryfromwhat isincludedinthePlan,itcouldoccuratafasterorslower rate.ThePlanshouldcontinuetobethefoundationofan annualreviewandupdate. ConclusionsfromStudy 5I FGPMMPX JOHDPODMVTJPOTX FSFJE FOUJöFE BTBSFTVMUPG thisstudy: 1.CashBalances.Asnotedinthe2015Plan,afteryear 2016(basedontheplannedimprovementstothe downtownareabeingcompleted,theCitywillnolon- gerbeabletorelyonavailabletaxincrementfundsfor DBTI øPX 5I F$JUZTUBYJODSFN FOUöOBODJOHE JTUSJDU X BTE FDFSUJöFE BUUI FFOE PG5I F$JUZI BTTUBSU edtoanticipateandplanforothersourcesofrevenue, includingrevenuefromincreasingpropertytaxlevy PòTFUCZHSPXUIJOUBYCBTF BOEGVUVSFDPMMFDUJPOPG VUJMJUZGFFTBOE DI BSHFTUPTVQQPSUDBTI øPX OFFE T TotalcombinedcashbalancefortheCityisestimated todeclinebyabout17%fromyear-end2015toyear- end2018,asthecashbalanceintheTaxIncrement Fundisspentdown(see Chart4onPage41).TheCityhas plannedforthisreductionincash. 2.SourcesofRevenue.Futuretaxlevyandutilityrate increaseswillbenecessaryfortheCitytomaintain adequatecashbalancesacrossallCityfunds.The Cityhasplansforcapitalinfrastructuremaintenance andimprovementsthatwillrequireincreasedsource ofrevenuetofund.TheCitywillneedtoincreaseits combinedannualpropertytaxlevy(generalfundand debtservice)byapproximately4.8%onaverageover thenextfouryears(fromyears2017to2020),rang- JOHGSPN UPBOOVBMJODSFBTFJOUI FDFSUJöFE  totaltaxlevy(see TableKonPage36).Theprojectedin- creaseintheCity’staxrateisprojectedtobefavorably impactedbytheincreaseintaxcapacityfromnew construction.Thetaxrateisprojectedtoincreasefrom arateof45.69foryear2016to52.66byyear2020,an averageincreaseof3.7%peryear(see Chart3onPage 40).Ifgrowthfromdevelopmentdoesnotoccurhas projected,therewillbeadditionalpressureonthe propertytaxlevytopayforutilitysysteminfrastruc- UVSFöOBODFE UPTVQQPSUE FWFMPQN FOUBOE QSPKFDUFE  toberepaidfromfuturedevelopment(i.e.,waterand sewertrunklineandconnectioncharges). 3.ImpactofFuturedevelopment.Futuredevelop- mentwillprovidedincreasedrevenuetotheCity,from chargesforservicesandtaxrevenue.Thiswillinclude revenuetotheWaterFundandSewerFund.Therev- enuetotheutilityfundswillcomefrombothdevelop- mentfees(availabilityandconnectioncharges)and usagefees.Futuredevelopmentwillprovideaddi- tionalpropertyvaluetotheCityandpotentialforad- 3 ExecutiveSummary ditionalpropertytaxrevenuetopayforservices.The rateoffuturedevelopmentandadditionofcustomers JTBTJHOJöDBOUWBSJBCMFGPSUI F1MBOBOE UI FQSPKFD tionswithin. Recommendations Thefollowingoverallmanagementstrategiesarerecom- mended: 1.The Cityshouldmaintainaminimumcashbalance intheGeneralFundandotherCityfunds thatpro- WJE FTTVóDJFOUDBTI øPX UPBWPJE UI FOFFE GPSTI PSU termborrowing.TheindividualFundlevel(i.e.,Gener- BM'VOE öOBODJBMQMBOTJODMVE FE JOUI F1MBOBSFCBTFE  onamaintainingtheCity’sadoptedpolicyforamini- mumfundbalanceequivalentto35%ofoperating expenditure(useoffunds)fortheGeneralFund.This minimumisonthelowendofminimumfundbalance fortheGeneralFund,assuggestedbytheMinnesota 0óDFPGUIF4UBUF"VEJUPS JF UP "UUIJT N JOJN VN MFWFM UI F$JUZX JMMN FFUDBTI øPX SFRVJSF  ments.However,fundbalance,asprojected,willnot CFBUBTVóDJFOUMFWFMUPDPWFSVOBOUJDJQBUFEFWFOUT thatmayarise.Aminimumfundbalanceofthree monthsoperatingcashisrecommendedfortheWater FundandtheSewerFund. 2.Inadditiontotherecommendedminimumcashbal- ances,the Cityshouldstrivetomaintainadequate cashtopayforannualon-goingcapitalacquisi- tionandmaintenancetoavoidtheneedtoborrow andincurinterestexpense fortheseannualcosts. ThePlanassumestheCitywillcontinuetoincremen- tallyincreasethepropertytaxlevyforcapitalout- lay(i.e.,equipmentandvehicleacquisition)toallow fortheCitytotransitionawayfromissuingdebtfor thesetypesofpurchasestoinsteadusingcash.The PlananticipatestheCitywillincreasetheproperty taxlevyby$25,000annuallyforequipment,facilities, andvehicleacquisitions(previousPlansassumedthe increasewouldendafter$115,000ofannualtaxlevy wasachieved.)Theadopted2016budgettaxlevyin- cluded$50,000forthispurpose. 3.Thedowntownareastreetandutilityimprove- mentsisfundedfromacombinationoftaxincre- mentfunds,specialassessments,andutilityrev- enues.TheCityissuedgeneralobligationbondsto capitalizethespecialassessmentrevenueandfuture collectionofutilityfeesandchargesfromfuturede- velopment/connectionsforservice.TheCityshould carefullymonitorthecashbalancesintheWaterFund andSewerFundonanongoingbasistoensurerates BSFTFUBUBMFWFMUPQSPWJEFTVóDJFOUSFWFOVFUPNFFU debtobligationsandthatspecialassessmentcollec- tionsoccurasplanned.TheCitymayneedtoprovide propertytaxlevysupporttotheWaterFundandSew- erFundifdevelopmentdoesnotoccurataratethatis neededtoprovideneededrevenue(i.e.,collectionof feesandcharges)totheseFunds. 4 Background BACKGROUND TheCityofCorcoranislocatedonthewesternedgeofthe TwinCitiesMetropolitanareainHennepinCounty.The 2010censusreportedapopulationof5,379and1,867 households;the2016estimatedpopulationis5,475(as providedbytheCity).Populationisestimatedtocontinue toincreaseduetodevelopmentofresidentialproperty withintheCity.ThelandareafortheCityencompasses justunder36squaremilesandincludesareaforfuture residentialdevelopment. CommercialandindustrialdevelopmentintheCityislim- ited,primarilyduetothelackofmunicipalwaterandsew- erservicesandtheabsenceofmajortransportcorridors. TheCityrecentlycompletedamajorimprovementproject tobringmunicipalwaterandsanitarysewerservicesto theCity.Theimprovementprojectprovidesforconnec- tiontothemetropolitandisposalsystem(MDS).TheCity forecaststhiswillresultinincreaseddevelopmentbothin residentialandcommercial. TheCity’sdevelopmentplanforitsdowntownareapro- videsanopportunityforadditionaleconomicdevelop- ment.TheCityisintheprocessofconstructingstreet improvementsandutilityinfrastructureinthedowntown area. 5 CapitalImprovement PlanandDebtService Study CAPITALIMPROVEMENTPLANANDDEBT SERVICESTUDY TheCityannuallyreviewsitscapitalvehicle,equipment, facilities,andimprovementprojectneedsandprepares amulti-yearplan.TheCapitalImprovementPlan(CIP) providesdetailsoncostsbyyearandproposedfunding sources.Thedebtservicestudy,includedinthisPlan,pro- videsinformationoncurrentdebtserviceandfutureesti- mateddebtservicebasedontheCIP. Theinformationavailableonplansforfuturecapitalac- quisitionandimprovementsprovidedanimportantinput JOUPQSFQBSJOHUI FöOBODJBMQMBOTJODMVE FE JOUI JT1MBO 5I FöOBODJBMQMBOTBSFJODMVTJWFPGBMMTPVSDFTBOE VTFTPG funds,bothoperatingandnon-operating.TableAonPage7 providesasummaryoftheCity’scapitalacquisitionand improvementplans. OverviewofPlan Themajorityoftheon-goingcostsincludedintheCIP areforon-goingannualvehicle,equipment,andfacilities needs.Thefourkeycategoriesofspendingshowninthe CIPareasfollows: 1.Equipment,vehicles,andfacilities 0 WFSUI FOFYUöWFZFBST UP UI F$JUZBOUJDJ patesspendinganaverageofabout$306,000peryearon equipment,facilities,andvehiclescapitalneeds.Current QMBOTBOUJDJQBUFUI F$JUZJTTVJOHFRVJQN FOUDFSUJöDBUFTJO 2018tofundtheplannedexpenditures(bondswereal- readyissuedin2016).ThePlananticipatesapproximately  POBWFSBHFPWFSUI FOFYUöWFZFBST   JOBOOVBME FCUTFSWJDFMFWZGPSFRVJQN FOUDFSUJöDBUFT 2.WaterImprovements WaterimprovementsareincludedintheCIPforthedown- townareaandfortheCountyRoad116(WesternLoop) trunklineproject. Thedowntownareaimprovementswillbefundedfroma combinationofavailabletaxincrementfundsandbond proceedssupportedbywaterrevenuesandspecialas- TFTTN FOUTUPCFOFöUJOHQSPQFSUJFT 3.SanitaryImprovements SanitaryimprovementsareincludedintheCIPforthe downtownarea.Therearenootherfutureprojectscur- rentlyanticipated. Thesanitaryimprovementsforthedowntownareawill befundedfromacombinationofavailabletaxincrement fundsandbondproceedssupportedbysewerrevenues BOE TQFDJBMBTTFTTN FOUTUPCFOFöUJOHQSPQFSUJFT 4.Streetimprovementprojects TheCIPincludesstreetimprovementsforthedowntown areaandforHackamoreRoad(CR116/CSAH101).The downtownareastreetimprovementswillbefundedfrom acombinationoftaxincrementfundsandbondproceeds TVQQPSUFE CZTQFDJBMBTTFTTN FOUTUPCFOFöUJOHQSPQFS ties.TheCity’sshareoftheHackamoreRoadimprove- ments(projectisacooperativeprojectwithotherjurisdic- UJPOT X JMMCFGVOE FE GSPN BQBZN FOUGSPN UI FCFOFöUJOH residentialdeveloperandspecialassessmentstoother CFOFöUJOHQSPQFSUJFT5I F$*1E PFTOPUBOUJDJQBUFBOZ propertytaxlevysupportforstreetimprovements. SourceofFunding ThesourceoffundingfortheCIPincludescashbalance (fromexistingfundbalanceorcurrenttaxlevy),bondpro- 6 CapitalImprovement PlanandDebtService Study ceeds,developer(cash)payments,andproceedsfromsale ofassets. DebtService 5I F$JUZBOUJDJQBUFTUI FJTTVBODFPGCPOE TUPöOBODFDFS taincapitalimprovements.TableBonPage10 providesa summaryoffutureestimateddebtservicepayments(prin- cipalandinterest)byyearandrelatedfundingsources. Theannualdebtserviceonthefutureproposedbonds JTBMTPJODMVE FE JOUI FöOBODJBMQMBOTGPSUI FE FCUTFSWJDF fundandutilityfund.Thepreliminaryestimatesfordebt servicearebasedonbondstobepaidasfollows: •&RVJQN FOUDFSUJöDBUFTQBJE PWFSZFBST •Generalobligationbondsforstreetandutilityim- provementspaidover10years 5I FöOBMTJ[JOH TUSVDUVSJOH BOE JOUFSFTUSBUFTX JMME FQFOE  POQSPKFDUTQFDJöDTBOE N BSLFUDPOE JUJPOTBUUJN FPGJTTV ance.TheamountsshowninthisPlanarepreliminaryand forplanningpurposesonly. 7 CapitalImprovement PlanandDebtService Study 8 CapitalImprovement PlanandDebtService Study 9 CapitalImprovement PlanandDebtService Study 10 CapitalImprovement PlanandDebtService Study 11 CapitalImprovement PlanandDebtService Study 12 FinancialPlans FINANCIALPLANS Background #BTFE POI JTUPSJDBMöOBODJBMQFSGPSN BODF DVSSFOUDI BSHFT andfees,estimatesforfutureutilityrates,andfuturecapi- UBMQSPKFDUT UI FGPMMPX JOHöOBODJBMQMBOTI BWFCFFOQSF  paredforeachCityfund. •TotalGovernmentalFundsCombined •GeneralFundFinancialPlan •TaxIncrementFundFinancialPlan •DebtServiceFundsFinancialPlan •SpecialRevenueFundsFinancialPlan •CapitalProjectsFundFinancialPlan •Water(Proprietary)FundFinancialPlan •Sewer(Proprietary)FundFinancialPlan TableKonPage36 providesinformationonprioryearsand projectedfutureyearspropertytaxlevyamountsandtax rates. KeyFactors(Assumptions) Thekeyfactorsorassumptionsthatwereusedtodevelop UI FöOBODJBMQMBOTBSFBTGPMMPX T •2.0%annualincreaseinoperatingexpense. •1.5%annualincreaseinnon-propertytaxrevenue, withtheexceptionoffutureutilityfeesestimatedto increaseby3.0%annually. •Annualprojectedincreaseinpropertytaxleviestobe TFUBUBMFWFMTVóDJFOUUPGVOE DBTI øPX SFR VJSFN FOUT andtomaintainminimumfundbalancelevelsperCity Policy. •Fiscaldisparitiesdistributionofpropertytaxesand contributionofpropertytaxcapacityisassumedtobe atthesamelevelsasforPay2016forthePlan.The actualamountswillvarybyyearandwillimpactthe projectionsshowninthisPlan. •Debtservicewillbestructuredinordertolimitthean- nualincreaseindebtservicelevytoanamountthat whencombinedwiththeincreasefortheGeneral FundisconsistentwiththeCity’splansfortotalannual propertytaxlevyincrease. •MaintainaminimumbalanceintheGeneralFund equivalentto35%ofannualexpenditures. •MaintainaminimumbalanceintheWaterFundand SewerFundequivalenttothreemonthsofoperating expenditures.Thisminimumbalanceisprojectedto bemetintheshortterm(next8years)butisnotpro- jectedtobemetinthelongtermbasedoncurrent assumptionsforgrowthfromdevelopment.TheCity X JMMOFFE UPDBSFGVMMZN POJUPSBDUVBMBOOVBMöOBODJBM results,basedonactualdevelopment,todetermine whatactionmaybeneededinthefuture.Potentialac- tionmayrequireanincreaseinotherrevenuesources (i.e.,thepropertytaxlevy)tosupporttheWaterFund andSewerFundforaperiodoftimeuntildevelop- mentoccurs. •MaintainpositivebalancesinallotherCityfundsand BN PVOUTTVóDJFOUUPN FFUTQFDJöDDBTI øPX SFRVJSF  mentsofthefunds. •CIPplanwillbeimplementasshownin TableAonPage7. Thisincludestheuseofavailabletaxincrementforthe downtownareaimprovements. 13 FinancialPlans projectsincludeinstallinginfrastructureformunicipal sewerandwaterservicesinthedowntownbusinessarea. TransfersToandFromOtherFunds Transfersbetweenfundsforfutureyearsincludethefol- lowing: •TransfersfromtheWaterFundandSewerFundtothe GeneralFundtopayanallocatedshareofoperating costs. •TransferfromtheTaxIncrementFundtotheCapital ProjectsFundforthedowntownimprovementproj- ect. •TransferfromtheWaterFundandSewerFundtothe DebtServiceFundtopayanallocatedshareofthe E FCUTFSWJDFTGPSUI F"#POE TJTTVFE UPöOBODF improvementsinthedowntownarea. TOTALGOVERNMENTALFUNDSCOMBINED 5I FöOBODJBMQMBO TableConPage14,providesasumtotalof allsourcesandusesoffundsfortotalGovernmentalFunds combined.Thisincludesthefollowingfunds: •GeneralFund •TaxIncrementFund •DebtServiceFunds •SpecialRevenueFunds •CapitalProjectsFund SourceofFunds Annualsourceoffundsfromnon-propertytaxlevysourc- eshasbeenstablefortheCityoverthelastseveralyears andisprojectedtocontinuetobesointhefuture.TheCity didnotreceivelocalgovernmentaid(LGA)fromtheState in2016anddoesnotanticipatereceiptin2017. Propertytaxlevyincreaseswillbeneededtopayforin- creasedoperatingcostsanddebtservicerelatedto plannedcapitalimprovements. UseofFunds Personnelandotheroperatingcostsoverallhavebeen BOE BSFQSPKFDUFE UPSFN BJOTUBCMF5I FöOBODJBMQMBOTBO ticipateanincreaseinoperatingexpenditures,supported bytheWaterFundandSewerFund,relatedtoadditional QVCMJDXPSLTTUBòBOEPQFSBUJPOBMFYQFOEJUVSFTUPTVQ portthesesystems.Thiswillbephasedinovertime. TheCityhasauthorizedcapitalprojectspendingthatwill resultinaplannedspenddownofcashbalance.Major 14 FinancialPlans 15 FinancialPlans UseofFunds TheGeneralFundisusedtoaccountfortheexpenseof providinggeneralgovernmentservicesfortheCity.The largestuseoffundsisforthecostofpersonnel,includ- JOHTBMBSZBOE X BHFTBOE CFOFöUT0 UI FSDPTUTJODMVE JOH operatingmaterialsandsupplies,equipment,andother QSPGFTTJPOBMTFSWJDFT5I FöOBODJBMQMBOJODMVE FTUI FGPM lowingkeyassumptionsforfutureuseoffunds: •Currentexpendituresareestimatedtoincreaseby BOOVBMMZE VFUPJOøBUJPOBSZQSFTTVSFT •Currentexpendituresareincreasedtoincludead- ditionalresourcesneededfortheexpandingutility servicesandtobepaidfromtheutilityfundsthrough aninterfundtransferofcash.Resourcesincludeaddi- GENERALFUND SourceofFunds Annualsourceofnon-taxrevenuefortheGeneralFund hasbeenstableandisprojectedtoremainstable.Inter- governmentalrevenuepaymentsformunicipalstateaid forstreetmaintenanceprovidesthesinglelargestsource ofnon-taxrevenuetotheGeneralFund.TheCitydidnot receivelocalgovernmentaid(LGA)fromtheStatein2016 anddoesnotanticipatereceiptin2017.Thesecondlarg- estsourceofnon-taxrevenueischargesforservicesand UI FOFYUMBSHFTUJTöOFTBOE GPSGFJUVSFT Propertytaxlevyrevenueisestimatedtoincreaseeach yearbetween2017and2021.Inadditiontofundinggen- eralcityoperations,propertytaxlevyprovidesrevenue tomeetcontingencyandfundbalancegoals.Figure1 that followsprovidestheprojectedGeneralFundpropertytax levybyyear,percentageincreaseintheGeneralfundlevy byyear,andestimatedendingfundbalanceasapercent ofestimatedbudgetedcurrentexpenditures. 16 FinancialPlans UJPOBMBOUJDJQBUFETUBòGPSQVCMJDXPSLT GPSFYBNQMF Figure2 belowprovidesabreak-downofthetotalproject- edannualGeneralFundexpenditureandincreasesdueto JOøBUJPOBOE JODSFBTFE VFUPJODSFBTFJOPQFSBUJOHDPTUTUP supporttheutilityfunds.Asnotedatthebottom,theutil- ityfundsareprojectedtopayfortheincreasedexpense throughinterfundtransfersofrevenuefromtheutility fundstotheGeneralFund. TransfersToandFromOtherFunds Inyear2014,theGeneralFundtransferredcashtothe capitalprojectsfundstoeliminateaninterfundpayable thatwasduetotheGeneralFundfromthecapitalproj- ectsfundsforprioryearsprojects,thiswasaonetime transaction.TheGeneralFundhadpreviouslyadvanced cashthroughaninterfundloantothecapitalprojects funds.Transfersouttotaling$244,278wererecordedfrom theGeneralFundtothecapitalprojectsfundsin2014to XSJUFPòUIFJOUFSGVOEMPBOT Beginningin2016,theWaterFundandSewerFundtrans- ferrevenuetotheGeneralFundtopayanallocatedshare ofoperatingcosts. Beginningin2015,theGeneralFundincludesatransfer outtotheCapitalProjectsFundforequipmentandve- hicleacquisitionandfacilityimprovements.Thetransfer outstartedwith$25,000inyear2015,andisprojectedto increaseby$25,000peryearuntilitreaches$115,000per year. 17 FinancialPlans 18 FinancialPlans TAXINCREMENTFUND TheTaxIncrementFundisusedtoaccountforfundsthat werereceivedfromTaxIncrementFinancingDistrictNo.1, BSFE FWFMPQN FOUE JTUSJDU X I JDI X BTE FDFSUJöFE JO Year2013wasthelastyearofreceiptoftaxincrementrev- enuefromproperty.TheTIFDistrictwasapprovedonFeb- SVBSZ  DFSUJöFE PO.BZ  BOE UI FöSTUUBY incrementwasreceivedin1988. SourceofFunds 1SJPSUPE FDFSUJöDBUJPO UBYJODSFN FOUDPMMFDUFE POQBSDFMT withinTIFDistrictNo.1,generallythedowntownarea, wererecordedinthisfund. AsofDecember31,2015,theCityreportedafundbalance intheapproximateamountof$1.68million.TheCityhas approvedplanstospendthisremainingbalanceoffunds ontaxincrementeligibleexpenditureforpublicimprove- mentsinthedowntownarea. UseofFunds In2016,theCityauthorizedtheuseofallremainingfunds tobespentonpayingforstreetandutilityimprovements inthedowntownarea.TheTaxIncrementFundwillbe closedafterthebalanceisspent. TransfersToandFromOtherFunds TheCityplanstoaccountforthedowntownimprovement project(streetsandutilities)inacapitalprojectsfundand transferfundsfromtheTaxIncrementFundtothecapital projectsfundtopayforeligibleprojectcosts.Thetaxin- crementfundsmustbespentonredevelopmentproject costs;theplannedstreetandutilityimprovementsqualify. 19 FinancialPlans 20 FinancialPlans beavailabletocovertheAugust1paymentandthesec- ondtaxsettlementwillbeavailabletocovertheFebruary 1payment. SourceofFunds TheDebtServiceFundsincludethefollowingsourceof funds:specialassessments,interestincome,transfersin fromotherfunds,andpropertytaxlevy. (FOFSBMPCMJHBUJPOFRVJQN FOUDFSUJöDBUFTX JMMCFSFQBJE  frompropertytaxlevy.Prioryearandfutureprojectedtax MFWZBN PVOUTGPSSFQBZN FOUPGFRVJQN FOUDFSUJöDBUFTBSF includedinthePlan. Theannualdebtservicebeginninginyear2017,includes paymentonthe2016ABonds.TheCitypledgedtothe 2016ABondsthespecialassessmentstobeleviedagainst CFOFöUJOHQSPQFSUZJOUI FE PX OUPX OBSFBGPSUI FE PX O townimprovementproject.Theparamountofthespecial assessmentsisestimatedtobeapproximately$1.75mil- lion(see TableSonPage48). Theplananticipatestheissuanceofgeneralobligation bondsin2018topayforaportionofthetoHackamore Roadimprovementproject.Thebondissuancewillbeto öOBODFUI FTQFDJBMBTTFTTN FOUQPSUJPOPGUI FQSPKFDUFTUJ matedtobe$1.060.Thecurrentplandoesnotanticipate theCitywillcontributetaxlevy.Theannualamountofspe- cialassessmentrevenueshownintheDebtServiceFunds includescollectionofspecialassessmentrevenueforthis project.Theamountofspecialassessmentsforthisproject isanticipatedtobe$1.06millionparamountspreadover fouryears(see TableSonPage48). DEBTSERVICEFUNDS TheDebtServiceFundsincludesthecombinedfundsused toaccountforalloftheCity’sgovernmentaldebtservice. Attheendof2015,theCityreportedtotalgeneralobliga- tionbondspayable(reportedasgovernmentalactivities) of$5,116,000.Ofthisamount,$1,156,000isgeneralob- MJHBUJPOFRVJQN FOUDFSUJöDBUFT   JTGPSHFOFSBM obligationcapitalimprovementbonds.(TheWaterFund andtheSewerFundalsoreportdebtoutstanding,which isaccountedforseparatelyasaliabilityintheproprietary funds.) Beginningin2016,theCitywillaccountforthe2016A #POE TJTTVFE UPöOBODFTUSFFUBOE QVCMJDJOGSBTUSVDUVSF improvementsinthedowntownareainagovernmental debtservicefund.TheCitywilltransferinrevenuefrom theWaterFundandSewerFundtopayaportionofthe debtserviceonthe2016ABonds.Theamountofthe transferinwillbedeterminedbasedonthetimingofcol- lectionofspecialassessments. Beginningwithyear2017,theyear-endcashbalancein thedebtservicefundwillbegreaterthanprioryears.This isduetothetimingofcollectionofrevenueandthepay- mentofdebtserviceforthe2016ABondsandfromfuture bondsthatareprojectedtobeissued.Theyear-endcash balancewillincludecash(fromcollectionofspecialas- sessmentsandtaxlevy)topayFebruary1debtpayments. 'PSFYBN QMFUI FUBYMFWZDFSUJöFE JOGPSDPMMFDUJPOJO 2017forthe2016ABondswillbeavailabletocovertheAu- gust1,2017andFebruary1,2018debtservicepayments. TheCityreceivesataxsettlementfromtheCountyinJune BOE %FDFN CFSPGFBDI ZFBS5I FöSTUUBYTFUUMFN FOUX JMM 21 FinancialPlans UseofFunds Theuseoffundsisforthepaymentofdebt. TransfersToandFromOtherFunds TransfersinfromtheWaterFundandSewerFundarean- ticipatedinfutureyearstopayaportionofthedebtser- viceonthe2016ABonds.Theannualtransferinfromthe WaterFundandSewerFundmaychangedependingon theannualrevenuereceivedfromspecialassessmentcol- lections.TheCitywillneedtocarefullymanagethe2016A debtservicefund,andavailablecashtopaydebtservice, asitpreparesitsannualbudgetsinthefuture. 22 FinancialPlans 23 FinancialPlans SPECIALREVENUEFUNDS 5I FöOBODJBMQMBO TableGonPage24,providessourcesand usesoffundsonacombinedbasisforthefollowingspe- cialrevenuefunds.Thefundsincludedareasfollows: •Fund201ReserveDonation •Fund202PoliceDonation •Fund204FirearmsSafety •Fund205DWIForfeiture •Fund206DrugForfeiture •Fund207TruckSafety. SourceofFunds Thesourceoffundsforthespecialrevenuefundscome fromdonations,chargesforservices,andothermiscella- neousrevenuesourceswhicharegenerallyrestrictedfor thepurposetheywerecollected.Thereisnopropertytax levythatisrecordedtothespecialrevenuefunds. UseofFunds Theuseoffundsisrestrictedforthepurposeofthefunds collected. TransfersToandFromOtherFunds Therearenotransfers. 24 FinancialPlans 25 FinancialPlans UseofFunds Theprojecteduseoffundswillbeforcapitalprojectsas includedintheCity’sCapitalImprovementPlan.Thisin- cludesequipmentacquisitionandconstructionofstreet andfacilityimprovements. TransfersToandFromOtherFunds In2014,theGeneralFundtransferredin$233,278tothe CapitalProjectsFundstoeliminateaninterfundloanpay- abletotheGeneralFund.Inaddition,inyear2014the WaterFundandSewerFundtransferredinacombined $251,774ofbondproceedstotheCapitalProjectsFunds toreimburseforpriorconstructioncostsforthepublic worksfacility. In2016,theprojected$1,736,210oftransfersinfrom otherfundsincludes$50,000fromtheGeneralFundfor equipmentacquisitionand$1,686,210fromtheTaxIncre- mentFundforthedowntowncapitalimprovementproj- ect.Futureyeartransfersinareprojectedtocomefrom theGeneralFundforequipmentacquisition. CAPITALPROJECTSFUNDS 5I FöOBODJBMQMBO TableHonPage26,providessourcesand usesoffundsonacombinedbasisfortheCity’scapital projectsfunds.Thefundsincludedareasfollows: •Fund415ParkCapital •'VOE $BQJUBM&RVJQN FOU$FSUJöDBUFT •Fund417ShannonLane •Fund419HackamoreUpgrade •Fund420WetlandRestoration •Fund305AsphaltMaintenance •Fund310CountyRoad19Improvement •Fund411PublicWorksFacility •Fund421HopeCenter SourceofFunds Themajorityofthesourceoffundsisfromchargesforser- vice,specialassessments,investmentincome,intergov- ernmental,andbondproceeds. Year2016includesbondproceeds,andtransfersinfrom otherfunds(fromtheTaxIncrementFund)forthedown- townimprovementproject. Year2018includesrevenuefromananticipated$1.14mil- liondeveloperpaymentforcostsrelatedtoHackamore Roadimprovements.HackamoreRoadimprovementswill befundedfromacombinationofthedeveloperpayment andbondproceedssupportedbyspecialassessmentsto PUI FSCFOFöUJOHQSPQFSUJFT 26 FinancialPlans 27 FinancialPlans TheplanfortheWaterFundanticipatesuseoffundswill exceedsourceoffundsbeginninginyear2018,basedon thecurrentassumptionsforgrowthfromdevelopment. 5IF8BUFS'VOEJTQSPKFDUFEUPIBWFTVóDJFOUDBTIGPSB periodoftimetocoveraprojectedannualshortfall(useof fundsinexcessofsourceoffunds).Currentprojectionses- timatethatbyyear2025theWaterFundwillhaveanega- tivecashbalanceunlessoneormoreofthefollowingis realized:growthfromdevelopmentexceedsprojections inthePlan,chargesareincreasedbeyondthecurrentes- timateof3%peryear,and/ortaxlevysupportisprovided. TheCityissuedgeneralobligationbondsin2016,the 2016ABonds,topayforimprovementsinthedowntown area.TheproceedsareaccountedforintheCapitalProj- ectsFund.The2016ABondsaresupportedbyspecialas- sessments,taxincrement,andutilityrevenue.TheCitywill accountforthe2016ABondsintheDebtServiceFund (governmentalfunds);theBondswillnotbereportedas adirectobligationoftheWaterFundortheSewerFund (proprietaryfunds).TheCityplanstotransferrevenue fromtheWaterFundandSewerFundtotheDebtService Fundtopaydebtservice. TheCIPanticipatestheissuanceofgeneralobligation bondsinyear2019toprovideproceedsforanewwater trunkline(CountyRoad116,WesternLoop),supportedby revenuefromtheWaterFund. UseofFunds Theuseoffundsistopayfortheoperationandcapitalim- provements,andrelateddebtservice,forprovidingmu- nicipalwaterservices.TheCityhasanagreementwiththe CityofMapleGrovewhichprovidesforpaymenttoMaple Groveforwaterdistribution. Annualdebtservicepaymentsaresupportedbyrevenue WATERFUND TheWaterFundwasestablishedfortheaccountingfor costsofprovidingmunicipalwaterservicestoresidents andbusinesses. SourceofFunds ThesourceoffundsfortheWaterFundischargesforser- vices,specialassessments,andbondproceeds.Theesti- matedfeesandchargesusedforthePlanareprovidedin TableMonPage42.Futuregrowthfromdevelopmentisas- sumedatthefollowingratesforthenexttenyears(from years2016to2025): -25acresplattedperyearonaverage -44residentialequivalentunits(REU)addedin2016 and35REUperyearforyears2017-2025(notinclud- ingdowntownareacommercialproperty) -152REUaddedin2017fordowntownarea(38par- celsat4REUperparcel) Theestimatedacresplattedperyearandresidentialequiv- BMFOUVOJUTBEEFE BTQSFQBSFECZDJUZTUBò JTJOUFOEFEUP beaconservativeestimatebasedonapproveddevelop- mentprojects.Additionaldevelopmentwillneedtooc- curinorderfortheWaterFundtoremainself-supporting BOE OPUSFRVJSFUBYMFWZTVQQPSUPSTJHOJöDBOUJODSFBTFJO chargesforserviceanddevelopmentfees.Theestimated annualshortfall(withoutadditionaldevelopment)ises- timatedtobeapproximately$300,000annually.Thead- ditionaldevelopmentthatisneededtoproviderevenue TVóDJFOUUPDPWFSQSPKFDUFEVTFPGGVOETJTBQQSPYJNBUFMZ 50unitsannually. 28 FinancialPlans fromtheWaterFund.WaterFundrevenuesupportsboth directpaymentofdebtserviceaccountedforwiththeWa- terFundandthroughtransfersfromtheWaterFundtothe City’sgovernmentaldebtservicefunds. TransfersToandFromOtherFunds TheplananticipatestheWaterFundwilltransferfundsan- nuallytotheGeneralFundtopayforoperationalsupport. TheplanalsoanticipatesatransferfromtheWaterFundto thegovernmentaldebtservicefundstopayaportionof thedebtserviceonthe2016ABonds. Thereisa$433,430transferinfromtheCapitalProjects FundtotheWaterFundin2016.Thistransferistoprovide proceedstocoverthepaymenttoMapleGroveforthe connectionofcommercialpropertyinthedowntownarea tothewatersystem.Thiscostwasincludedinthe2016A #POE TJTTVFE UPöOBODFUI FJN QSPWFN FOUTUPUI FE PX O townarea. 29 FinancialPlans 30 FinancialPlans 31 FinancialPlans TheplanfortheSewerFundanticipatesuseoffundswill continuetoexceedsourceoffunds,basedonthecurrent assumptionsforgrowthfromdevelopment.TheSewer 'VOEJTQSPKFDUFEUPIBWFTVóDJFOUCVUBEFDMJOJOHDBTI balance.TheSewerFundwillnotbeabletosustainthe declineincashoverthelongterm.Eithergrowthfromde- velopmentwillneedtoexceedprojectionsintheplanor rateincreasesbeyondthecurrentestimateof3%peryear, and/ortaxlevysupportisprovided. TheCityissuedgeneralobligationbondsin2016,the 2016ABonds,topayforimprovementsinthedowntown area.TheproceedsareaccountedforintheCapitalProj- ectsFund.The2016ABondsaresupportedbyspecialas- sessments,taxincrement,andutilityrevenue.TheCitywill accountforthe2016ABondsintheDebtServiceFund (governmentalfunds);theBondswillnotbereportedas adirectobligationoftheWaterFundortheSewerFund (proprietaryfunds).TheCityplanstotransferrevenue fromtheWaterFundandSewerFundtotheDebtService Fundtopaydebtservice. TheCIPdoesnotanticipatetheissuanceofanydebtinthe futuretopayforSewerimprovements. UseofFunds Theuseoffundsistopayfortheoperationandcapitalim- provements,andrelateddebtservice,forprovidingmu- nicipalsewerservices. Annualdebtservicepaymentsaresupportedbyrevenue fromtheSewerFund. SEWERFUND TheSewerFundwasestablishedfortheaccountingfor costsofprovidingsewerservicestoresidentsandbusi- nesses. SourceofFunds ThesourceoffundsfortheSewerFundischargesforser- vices,specialassessments,andbondproceeds.Theesti- matedfeesandchargesusedtoestimatesourceoffunds fortheSewerFundareprovidedin TableMonPage42.Future growthfromdevelopmentisassumedatthefollowing ratesforthenexttenyears(fromyears2016to2025): -25acresplattedperyearonaverage -44residentialequivalentunits(REU)addedin2016 and35REUperyearforyears2017-2025(notinclud- ingdowntownareacommercialproperty) -152REUaddedin2017fordowntownarea(38par- celsat4REUperparcel) Theestimatedacresplattedperyearandresidentialequiv- BMFOUVOJUTBEEFE BTQSFQBSFECZDJUZTUBò JTJOUFOEFEUP beaconservativeestimatebasedonapproveddevelop- mentprojects.Additionaldevelopmentwillneedtooc- curinorderfortheSewerFundtoremainself-supporting BOE OPUSFRVJSFUBYMFWZTVQQPSUPSTJHOJöDBOUJODSFBTFJO chargesforserviceanddevelopmentfees.Theestimated annualshortfall(withoutadditionaldevelopment)ises- timatedtobeapproximately$100,000annually.Thead- ditionaldevelopmentthatisneededtoproviderevenue TVóDJFOUUPDPWFSQSPKFDUFEVTFPGGVOETJTBQQSPYJNBUFMZ 50unitsannually. 32 FinancialPlans TransfersToandFromOtherFunds TheplananticipatestheSewerFundwilltransferfundsan- nuallytotheGeneralFundtopayforoperationalsupport. TheplanalsoanticipatesatransferfromtheSewerFund tothegovernmentaldebtservicefundstopayaportion ofthedebtserviceonthe2016ABonds. 33 FinancialPlans 34 FinancialPlans 35 FinancialPlans PROPERTYTAXLEVYPROJECTIONS ThePlanincludesestimatesforfuturepropertytaxlevyto supportoperations,capitalacquisition,andpaymentof debtservice. TableKonPage36,providesasummaryoffutureprojected QSPQFSUZUBYMFWJFT CPUI CFGPSFBOE BGUFSöTDBME JTQBSJ tiesadjustments,andfutureprojectedpropertytaxrates, basedonaprojectedgrowthingrosstaxcapacityof0.75 %peryearfrommarketvaluechangesandassumptions fornewconstruction(asnotedunderassumptionsatthe bottomofon TableK). Itisimportanttonotethaton TableK UI FöTDBME JTQBSJUZ E JTUSJCVUJPOPGUBYMFWZBOE öTDBME JTQBSJUZDPOUSJCVUJPO oftaxcapacityareheldconstantatthePay2016taxyear amounts.Theactualdistributionandcontributionfrom UI FöTDBME JTQBSJUJFTQSPHSBN X JMMWBSZGSPN ZFBSUPZFBS $I BOHFTUPUI FBN PVOUTTI PX OGPSöTDBME JTQBSJUJFTX JMM impacttheCity’sspreadlevyandnettaxcapacityandthe resultingcitytaxcapacityrate. Explanationoflevybypurposeisshown,includingGen- eralFund,capital,anddebtservice.Amoredetailedbreak downofthedebtservicelevyisprovidedforcurrentand futuredebtservicelevyon TableLonPage37. 36 FinancialPlans 37 FinancialPlans 38 Appendix 39 Appendix 40 Appendix 41 Appendix 42 Appendix 43 Appendix 44 Appendix 45 Appendix 46 Appendix 47 Appendix 48 Appendix NorthlandSecurities,Inc. 45South7thStreet,Suite2000 Minneapolis,MN55402 TollFree1-800-851-2920Main612-851-5900 www.northlandsecurities.com MemberFINRAandSIPC PUBLIC HEARING. Easement Vacations Ravinia 5t" Addition & Ravinia 6t" Addition (City file 16 -015 and 16 -016) July 28, 2016 City Council Meeting • Final PUD Development Plan — Ravinia 5th Addition • Replat of Lot 1, Block 6 and Outlot E, Ravinia and Outlot A, Ravinia 31d Addition — Ravinia 6th Addition • Replat of Outlot B, Ravinia 2nd Addition — New easements will be dedicated with the new plat — Existing easements no longer needed L A N D F O R M u 51h Addition J � A 5th Addition L A N O F O R M 2 • Hold Public Hearing and take testimony • Move to recommend approval of: — Resolution 2016 -56 vacating easements for Ravinia 5th Addition — Resolution 2016 -576 vacating easements for Ravinia 6th Addition L A N D F o F. M Ravinia 5t" Addition & Ravinia 6t" Addition Final PUD Development Plan, Final Plat and Development Contract (file 16 -015 & 16 -016)j July 28, 2016 City Council Meeting 3 • Final PUD Development Plan / Final Plat — Ravinia 5th Addition • 47 lots and 3 outlots on 61.51 acres — Ravinia 6th Addition • 23 lots and 2 outlots on 12.61 acres — City must review for compliance with preliminary approvals • If consistent, the city must approve 5th Addition 61h Addition Hennepin County Property Map •. s E` is 1 T r L A N D F O k M R Hennepin County Property Map p• z L A N D F 0 R M 2 • Preliminary approvals were granted on December 23, 2013 • Final PUD Development Plan and Final Plat were approved on April 24, 2014 for the 1 st Addition • A PUD Amendment was granted on January 15, 2015 for minor changes regarding siding and setbacks • A PUD amendment was approved in April 2016 to allow a new product type — Discovery Series on 55 -foot lots L n N O F O R M • Request for approval of Final PUD development plan /Final Plat for Ravinia 5th and 6th Additions —The 5th Addition is primarily 75 -foot lots — The 6th Addition is primarily 65 -foot lots L n N O F O R M 5 9 Final PUD Development Plan-5th Addition ` r PUD Development Plan-6th � f � 4� A IW qj. 1 s - I' _ ��tfai •e - 1 Y j— wiiEEr xaexru� i K.- �- } m u 9 Final PUD Development Plan-6th Addition - I' _ ��tfai •e - 1 jta y l;; 9YJ . p, i ., j— wiiEEr xaexru� i K.- �- } m 9 • Phase 1 = 38 Units • Phase 2 = 36 units • Phase 3 = 27 units • Phase 4 = 43 units • Phase 5 = 47 units • Phase 6 = 23 units Total Units = 214 units (of 437 approved) Net Density (post development) on 268.07 acres = 3.4 upa 1_ 4 M O F O R M N O F O R M VA • Lennar is requesting a clarification to the 2015 amendment — Lennar originally proposed LP siding on all homes in the project — Received approval of a PUD amendment to allow vinyl • Ordinance allows vinyl in all districts • Council did not specifically waive the requirement that "Each elevation facing a street or park shall have a minimum of 50% comprised of natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation." L A N D F O R M • When the front was LP siding and brick/stone, it complied — LP siding has been replaced by vinyl, the approved elevations do not comply. • Commission recommended approval of condition #11: — The approved PUD standards are hereby modified to specifically allow flexibility from the Zoning Ordinance requirement that "Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation." • Homes shall be allowed to have vinyl siding on the front elevation. • The front elevation shall have a minimum of two different materials, which may include vinyl and stone/back. • A variety of vinyl siding styles are encouraged on all elevations (lap siding, board and batten, shake, etc.). L A N D F O R M 3 • Bridle Path ROW must extend to Hackamore • Cul de sac islands will be landscaped and irrigated as originally approved • No trails with these phases L A N O F O R M • Move to adopt the following, as recommended by the Planning Commission: — Resolution 2016 -058 approving the final PUD development plan for Ravinia 5th Addition — Resolution 2016 -059 approving the Final Plat and Development Contract for the Ravinia 5th Addition — Resolution 2016 -060 approving the final PUD development plan for Ravinia 6th Addition — Resolution 2016 -061 approving the Final Plat and Development Contract for the Ravinia 6th Addition L A N D F O R M N o Update to 2015 financial management plan, first adopted in 2013 o Guide for on -going financial management • General Fund, TIF Fund, Special Revenue Funds, Capital Projects Funds, and Utility Funds o Plan includes: • Estimated property tax levy for future years • Capital improvement plan • Debt service estimates NORTHLAND 0 SECURITIES 10 • Use of historical information and current plans • Assumptions for COLA and revenue increases • Impact of development, including downtown redevelopment o Timing of expenditures o Different scenarios considered NORTHLAND 0 SECURITIES o Maintain minimum cash balances • TIF cash balance will be spent by 2017 • City has planned for reduction in cash • Property tax levy pressures • Fees and charges at adequate levels, increase in units needed to increase revenue o Paygo strategy for annual capital acquisition and maintenance o Impact of future development • Downtown redevelopment • Housing units NORTHLAND IR SECURITIES 11 • Population estimate as of 2016 is 5,475 • Population estimated to continue to increase • Estimate from 2015 Financial Management Plan was 7,200 by 2020 • Assumptions in the Plan include: • 25 acres platted per year on average 35 residential equivalent units added per year on average (assumed 44 units in 2015 Financial Management Plan) ■ 152 residential equivalent units for downtown area in 2017 „ $5.00 $4.50 $4.00 $3.50 $3.00 $2.50 $2.00 $1.50 $1.00 $0.50 NORTHLAND 40 SECURITIES NORTHLAND 9 SECURITIES 12 1 2016 1 2017 1 2018 1 2019 1 2020 1 2021 •Facilitbz 2,320,000 •Street improvements 9,312.82 2,200.000 •zewerlmprovemenlz - •Waterlmprovemen6 - 1,400,00 • Equipment Acquisiflonj 441,000 I 52,500 311,500 1 302,000 424,500 292,500 NORTHLAND 9 SECURITIES 12 SSAo S4.0o 53.00 $2.w Sim So.w NORTHLAND 0 SECURITIES 13 2016 2017 2018 2019 2020 •Tax increment 1,686,210 - •Cash/Other 98,520 (22,500) 1,106,500 177,000 274,500 0 Tex levy 01000 75,000 100 (200 125 (200 15%000 •Bond pmcee0s I 2,918,992 2,320,000 1,305,000 1,40.000 NORTHLAND 0 SECURITIES 13 25.0% 20.0% 15.0% 10.0% 5.0% 0." -s.M -10.0% -15.0% -20.0% 25.0% CHART 3 Projected Annual %Change In Property Tax Levy end Property Tax Rate 7.9% 9.5% 6.8% 5.1% 5.9 9,736 3.6% 3.8% 2.4% 0.8% 1.9% 8.9% 2014 Cenified 2015 Cedifled 2016 2017 2016 2019 Mo w Annual% change in cetlifed pmpery tax levy �Annual% change In property tax rate NORTHLAND 0 SECURITIES 14 15 o Conservative estimate for revenue from future development — only approved projects o Rate of development assumed to be slower than what was estimated in the 2015 Financial Management Plan 0 3% increase in annual fees and charges o Downtown project • City fees spread over ro years per agreement • Special assessments certified pursuant to 429 • Issued debt to finance the payment to Maple Grove for connections • MCES connection fee due in full t time of connection • Water Fund to contribute $300,000 of revenue for debt issued NORTHLAND 40 SECURITIES 16 o Future development will be needed to cash flow the Water Fund over the long -term • Water Fund is estimated to have an approximate $280,000 shortfall in expense over revenue beginning in 2023 • Sewer Fund is estimated to have an approximate $60,000 shortfall in expense over revenue by year 2023 • Equivalent of an approximate 50 units per year need to be added to eliminate the estimated shortfall • Financial management plan assumes 35 units per year NORTHLAND 0 SECURITIES 17 o Maintain the City's focus on long -term financial planning o Pay attention and manage compliance with the City's fund balance policy o Continue to review and update assumptions for development — impacts both future tax levy /rate and fee revenue for the utility funds o Monitor performance of newly established utility funds NORTHLAND 00 SECURITIES m City of Corcoran 2016 City Council Schedule Agenda Item 13. August 11, 2016 Work Session • Road Maintenance Overview • Assessment Policy August 11, 2016 • Financial Performance Report • Commercial water/sewer billing fee structure • Labor Agreement Negotiation Process • Animal Control Process and Options • Gambling Proceeds Donation – North Hennepin Pioneer Society • RFP for park design • Meister Field Improvement Project • Sewer Backup Coverage Consideration August 25, 2016 – Brad Unable to Attend • Planning Project Update • Code Compliance Report • Night to Unite Recap • Speed Sign Implementation Report • Assessment and Financing Agreements – Downtown Utility and Street Improvement Project September 8, 2016 • Financial Performance Report • Preliminary Levy • Election Judge Appointment - Nelson September 22, 2016, • Planning Project Update • Code Compliance Report • 2016 Election Canvassing Date • Corcoran Insert – 2017 Proposed Levies and Taxes Notice • Bring Your Own Device Policy (Council and staff) October 13, 2016 (Charter Commission Meeting Prior to Regular Meeting) • Financial Performance Report • Appoint Election Judges for the General Election • Public Hearing – Certifying Delinquent Fees to Hennepin County City of Corcoran 2016 City Council Schedule Agenda Item 13. Page 2 of 2 October 27, 2016, • Planning Project Update • Code Compliance Report November 10, 2016 • Financial Performance Report • Waiver of Labiality Coverage – Statutory Tort Limits Nov. Special Meeting to Canvass Election Results – See Sept 22 November 21, 2016 MONDAY • Planning Project Update • Code Compliance Report • Disseminate City Administrator Performance Evaluation • Fire Study RFP December 8, 2016 • Financial Performance Report • Truth-in-Taxation Hearing December 19, 2016 MONDAY • Planning Project Update • Code Compliance Report • 2016 Year in Review • 2017 Fee Schedule • 2017 General Fund Budget and Property Tax Levy • 2017 Wage Schedule and Benefit Package for City Employees • 2017 Water and Sanitary Sewer Budgets • 2017 City Council Calendar • City Administrator Performance Evaluation