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2013-04-25 -Council Agenda Packet
Agenda Corcoran City Council April 25, 2013 - 7:00 PM 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations — Fire Service Annual Report* 6. Consent Agenda a. Draft Minutes of April 11, 2013 Council Meeting* b. Approve 2013 Loretto Fire Contract* c. Approval of 2013 Letter of Intent with Rogers City and Fire Department* d. Approve Seal Coating Bid and Contract, Resolution 2013 -14* e. Approve Gravel Bid and Contract, Resolution 2013 -13* 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 Update* c. Financial Performance Report* d. Draft Planning Commission Minutes of April 4, 2013* 9. Planning Business / Landform a. Schmids Hidden Valley Second Addition Preliminary and Final Plat (12 -016)* b. Petition - Shared Driveway, Schmid Hidden Valley Second Addition c. Heinz Second Addition Preliminary and Final Plat (13 -003)* d. Site Plan and Variance for Community Center at Maple Hills Estate (12 -022)* e. Kohnen /Kothrade Minor CUP Amendment, 23240 County Road 30 (13 -005)* f. Approval to Relocate Home - Funfar* g. Lennar Feasibility Study (12 -025) and Request to Initiate EAW (13 -007)* h. Sign Code Letter from Fish & LaBeau Signs* 10. Unfinished Business a. PW Facility i. Approve Issuance of Contracts ii. Discussion on Additional Financing b. TIF Project and Finance Discussion i. Downtown Design Guidelines ii. Consulting Services c. Rockford School Property Concept Plan for Development 11. New Business -None 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda 14. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Administrator's City Council Meeting Agenda Memo April 25, 2013 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 April 11, 2013 Council Meeting b. Approve 2013 Loretto Fire Contract. The council reviewed at the last meeting. Chief Leuer of the Loretto Fire Department will be at the meeting and he can comment. There will be no changes in the agreement later on in 2013. The next contract change will be for 2014. I incorrectly told you that a modified contract will be coming next month. There will not be a subsequent contract. Also, the total dollars remain the same as 2012. c. Approval of Letter of Intent with Rogers. This is a letter of Understanding with the City of Rogers. If you read it closely, it should answer your questions on how Rogers and Loretto will be filling the void with Hamel Fire leaving on May 19, 2013. d. Approve Seal Coat Bids. This is the annual consideration for bids received for seal coating supplies. Bids are good and within budget e. Approve Gravel Bids. As above, annual bids for gravel and hauling to the city. Excellent bids and within budget. 7. Claims as Presented * a. Escrow Claims (Fund #500). b. All Other Claims As Presented 8. Staff Reports / Memos /Commissions a. Planning projects. See report b. Code Compliance Update. See report c. Financial Performance Report. See Report d. Draft Planning Commission Minutes for 04.04.13 9. Planning Business a. Schmids Hidden Valley Second Addition Preliminary and Final Plat (12 -016). See Report b. Petition - shared driveway. This is a petition received in conjunction with the Schmid planning case. It appears the petitioners want the city to turn a shared driveway into a city street. I have included an email from City Engineer Vince VanderTop on some background material that might help. If the council wants to continue the discussion, staff suggests that an escrow be put up and there would be a Feasibility Study. Otherwise, the property owners will have to work out the "sharing" part themselves. c. Heinz Second Addition Preliminary and Final Plat (13 -003). See report d. Site Plan and Variance for Community Center at Maple Hills Estate (12 -022). See report e. Kohnen /Kothrade Minor CUP Amendment f. Home Relocation. See report g. Lennar Feasibility Study and EAW h. Sign Code Update. The city is being asked to change the code regarding internally illuminated sighs. The letter in your packet is from a sign company in the city. There is another property owner (church) that is asking that the city allow exterior sign be lite from the inside. Current code does not allow. Normally, a planning case process is used if a Administrator's City Council Meeting Agenda Memo April 25, 2013 petitioner want a text change to the ordinance and the cost of making the change is borne by the petitioner. Here, we are being asked to shoulder the cost. As you know, the council is under no obligation to make any changes to the code or to even respond other than say no. 10. Unfinished Business a. PW Facility i. Issuance of Contracts. Ebert Construction has been going over the bids and quotes with an eye to refining and value engineering those bids and quotes. Ebert is asking the council to pass a motion verifying the final construction costs from all of the Contractor Group costs and quote costs. The Summary of Bids (also in this packet) you saw at the last Council Meeting had this figure at $3,270,202. Ebert now has this Contractor Costs and Quotes at $3,175,857 or $94.345 lower you saw at the last council meeting. I will be meeting with the Construction Manager to verify this cost savings. ii. Additional Financing. See my report. Please note that the construction costs and funds available are as accurate as I (and Jeanie) can develop. I feel confident with the numbers but will continue to re- verify with Ebert Construction which I will do prior to the council meeting. b. 2013 TIF Projects. i. Downtown Design Guidelines. See report. ii. Consulting Services. I have provided the two consulting agreements from Barsness and Northland. Both are needed to proceed with TIF projects and the infrastructure cost that need to be determined if property owners are going to connect to the utilities (anywhere in the city). 11. New Business -None 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda Council Calendar Planning Commission 2/7/13 3/7/13 4/4/13 5/2/13 6/6/13 7/4/13 Asleson Lynch Cossette Thomas Guenthner Asleson Parks and Trails Commission 1/15/13 2/19/13 3/19/13 4/23/13 5/21/13 6/18/13 Asleson Lynch Cossette Thomas Guenthner Asleson 2 1 2012 Annual Report Hamel Volunteer Fire Department H. Brandon Guest, Chief 2012 Activity Summary Call Type Corcoran Medina Green field Long Lake Loretto Maple Grove Maple Plain Plymouth Rockford Total Fire 10 12 3 1 2 2 1 1 32 Overpressure 0 Rescue /EMS 24 60 4 2 90 Hazardous Condition 4 2 6 Service Calls 5 9 1 3 1 3 1 23 Good Intent 1 2 3 False Alarm 9 40 3 52 Weather 0 Unclassified 1 1 Total 53 126 3 2 9 2 1 9 2 207 Er- -22 Hamel Volunteer Fire Department 5 Year Activity Summary by Type Type 2008 2009 2010 2011 2012 Fire 26 30 22 25 32 Overpressure 2 Rescue /EMS 84 80 81 81 90 Hazardous 16 17 7 5 6 Service Call 7 5 19 17 23 Good Intent 16 15 10 6 3 False Alarm 72 55 59 49 52 Severe Weather 2 1 1 Unclassified 1 Total Calls 223 202 199 186 207 1Sch__:22 Hamel Volunteer Fire Department Service level Measures Response Time by District Hamel Volunteer Fire Department Average 80% 90% Worst Overall 5:55 7:00 10:00 19:00 Medina 5:13 7:00 9:00 19:00 Corcoran 6:23 9:0011:00 17:00 Hamel Volunteer Fire Department Service level Measures Staffing Levels by District Average Staffing Calls w/4 or More Overall 8.5 93% Medina 8.2 93% Corcoran 8.8 94% 2012 Operational Budget Income Municipal Contracts Corcora n Medina Interest Donations Hamel Fire Relief Misc Other (Including Training Grant) Total Income 183,387 45,847 137,540 2,000 28,113 25,000 513 2,600 213,500 Expense Admin Bldg Fund Dues and Subscriptions Equipment Fire Prevention Fuel Insurance Payroll FICA Radios Relief Repair and Maint Training Utilitites Total Expense Er- Hamel Volunteer Fire Department 12,000 7,800 1,800 14,000 1,000 2,500 15,000 52,000 3,450 24,000 37,950 21,000 10,000 11,000 213,500 2012 Operational Actual Results Income Municipal Contracts Corcoran Medina Interest Donations Hamel Fire Relief Misc Other (includes Training Grant) Total Income 183,384 43,808 139,578 1,609 31,115 25,000 6,114 2,431 218,570 Expense Admin Bldg Fund Dues and Subscriptions Equipment Fire Prevention Fuel Insurance Payroll FICA Radios Relief Repair and Maint Training Uti l itites Total Expense Hamel Volunteer Fire Department 7,639 7,800 2,794 12,026 697 2,147 15,514 47,969 2,931 22,111 40,250 23,250 4,755 8,943 198,826 2013 Operational Budget Income Municipal Contracts Corcora n Medina Interest Donations Hamel Fire Relief Misc Other (Including Training Grant) Total Income X012 192, 557 48,139 144,417 2,000 28,081 25,000 481 2,600 222,638 Expense Admin Bldg Fund Dues and Subscriptions Equipment Fire Prevention Fuel Insurance Payroll FICA Radios Relief Repair and Maint Training Utilitites Total Expense Er- Hamel Volunteer Fire Department 12,000 7,800 2,600 14,000 1,000 2,500 16,000 55,000 3,650 24,000 39,088 24,000 10,000 11,000 222,638 Accomplishments Firefighter Recruitment and Training • Six Additional Firefighter Recruits- One Experienced, Five Rookies. • Began Rookie Training (Firefigher 1, HazMat Ops, Firefighter 11 and First Responder. Planned Completion April 2013. Shared Services Study • Applied For and Awarded Shared Services Grp► For Purposes of Implementation of Previous Study Recommendations with Loretto Department '� 7 i 012 Hamel Volunteer Fire Department April 2, 2013 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Mr. Donahue, Our new Fire Chief, Dave Malewicki, asked me to forward along the attached 2012 year- end report from the Fire Department. Please feel free to contact Chief Malewicki or myself if you have any questions. Annita M. Smythe Accountant /Deputy Clerk City of Hanover, MN 763 - 497 -3777 ex. 2 annitas @ci.hanover.mn.us City of Hanover 11250 5`h St NE, PO Box 278, Hanover, MN 55341 I (p) (763) 497 -3777 (f) (763) 497 -1873 I cityhall@ci.hanover.mn.us Hanover Fire 11250 5th Street NE Hanover MN 55341 The Hanover Volunteer Fire and Rescue Department was Established in March of 1951. Today the Department has 30 Members. The combined years of service on the department are 415 years. The members need to attend a set percentage of calls, and Meeting, and Trainings to qualify for a year of service. The Qualifications on the department are as follows: 30 Firefighter 1 20 Firefighter 2 / Haz Mat Ops (4 in class now) 26 Minnesota state License 25 First Responders 2 EMT Basic 1 EMT Paramedic 2 Fire Instructor 1 1 Fire Inspector 1 5 fire Investigation 7 Hazard Zone Management (Blue Card) Equipment we have: Engine 11 2005 850 gal tank 1500 gpm Pump Engine 12 1992 1000 gal tank 1250 gpm pump Tender 11 1999 2000 gallon tank Tender 12 2007 3000 gallon tank Rescue 11 1999 Grass 11 1981 pick up with 250 gal tank and pump Grass 12 2005 Ranger 4 wheeler with small 50 gal tank and Pump with foam capability Utility 11 2010 Dodge Pickup Boat 2001 Small Zodiac with a 15hp motor Auto Pulse (Automatic C.P.R. Machine),3 A.E.D's, 2 Sets of extrication tools, 10 Cold water rescue suits, 20 SCBA Packs with 34 replacement Bottles. The fire station has a Cascade System for filling our SCBA Bottles. We Have Equipment Maintance at 7pm and our Business meeting at 8:00 on the 2 "d Tuesday of the month. The last Tuesday of the month is our Fire training starting at 7:00. The third Tuesday bi- monthly is our Medical Training at 7:00. Hanover Fire is active in Fire Prevention. We have been putting on a program for Hanover Elementary, Salam Lutheran Church and the Preschools in our area for 20 or so years. Hanover provides Fire protection and first responder services to parts of Corcoran, Greenfield, Rockford Township, and Hanover. Members are paid $8.00 per call, and Trainings, and Meetings. The Departments Relief benefit is currently $1450.00 per year of service with 10 years being 60% vested and 20 Years being 100% vested. Thank -You for allowing us to serve your Community. If there ever is a concern or need us at a public sponsored event please give us a call. 111// Chief 1 Dave Malewicki 763 - 286 -6501 Chief 2 Brian Kottke 612- 384 -5161 112 C O X U C N N a 2 N m v+ N LL U 000e Q on 0l t0 N N O N o e a 0 e N N 0 N O N DO 4 00- O O O o 0) w m Q o LID m T O N Q O 00 h O m o O 0 N 0 0 o O o N ro N • 0 x 0 0 0 O N 0 0 - 0 0 .c 0 0 r 0) 00 0 0 0 0 0 0 0 0) N O 0 0 0 N co In co O v 0 O co 0 O O N N N co o 0 0 N F LL- C m C 0 o O a F d a C N 9 m Q O E j O U U m E N P- M U 0:04 Minutes Average Time from Page to in Service. Tv U m o a U _ c O Q a N C O v = • `m 0 E ❑ E C m E z U N v ✓ 0 ▪ N Q < 00 0 O ! 0 0 M V N ti V 0) v U_ N 0 ✓ o co a c 2 v (0 0 m O 0 = V_ C ? m a 00 v a a z z m m 0 ■0 Final Data as of 2/1/2013 VORErro 1 �11_l1` RESCUE],• MN Loretto Fire Department Fire Board 2013 President Jeff Leuer Vice President Tim Ryan Secretary Gregg Johnson Treasurer Andy Boecker Trustee Scott Wendland (2013) Trustee Bill Rosati (2014) Trustee Rick Altendorf (2015) Loretto Fire Department Fire Ground Officers 2013 Chief Jeff Leuer Assistant Chief 2 Tim Ryan Assistant Chief 3 Rick Altendorf Captain 1 Terry Ryan Captain 2 Greg VanBuren Captain 3 Nate Schlosser Lieutenant 1 Scott Wendland Lieutenant 2 Brandon Scanlon Lieutenant 3 Dave Kliszcz Safety Officer Henry Pepin Medical Officer Carol Dart Loretto Volunteer Fire Department • P.O. Box 22 • 259 N. Medina St. • Loretto, MN 55357 • 763 - 479 -3036 2013 Loretto Volunteer Fire Department Members Henry Pepin 1980 33 Years Rick Altendorf 1981 32 Years Tim Doboszenski 1987 26 Years Scott Wendland 1988 25 Years Jeff Leuer 1993 20 Years Terry Ryan 1996 17 Years Tim Ryan 1997 16 Years Brandon Scanlon 1997 16 Years Dave Kliszcz 1999 14 Years Nate Schlosser 2004 8 Years Greg Van Buren 2007 6 Years Gregg Johnson 2008 .5 Years Calvin Castonguay 2008 .5 Years Brian Smith 2008 .5 Years Andrew Boecker 2008 5 Years David Kottke 2009 4 Years Bill Rosati 2009 4 Years Noah Patnode 2010 3 Years Carol Dart 2010 3 Years Nicole West 2010 3 Years Dave Nails 2011 2 Years Kyle Kostka 2011 2 Years Scott Pivec 2011 2 Years Quentin Lucking 2011 2 Years Braden Broekema 2011 2 Years Andrew Patnode 2012 1 Year Chris Wicmelt 2012 1 Year Jake Leuer 2013 Feb.2013 Loretto Fire Rescue 2012 Year End Report City 2008 2009 2010 2011 2012 Loretto 20 36 21 37 28 Medina 60 45 46 43 48 Independence 65 71 66 55 58 Corcoran 24 28 36 35 39 Greenfield 36 48 28 33 30 Other N/A 7 15 14 9 Totals 205 235 212 217 212 City 2012 Staff Hours Loretto 28 13% 281 10% Medina 48 23% 574 21% Independence 58 27% 680 25% Corcoran 39 18% 609 22% Greenfield 30 14% 423 15% Other 9 4% 186 7% Totals 212 100% 2762 100% Average Number Responders: 12 Mutual Aid Maple Plain Hamel Rockford St. Boni Plymouth Long Lake Hanover Calls/ Given 3 31 2 1 2 1 0 Calls/ Recieved 3 10 0 0 0 0 1 Call Times Calls Call Days Calls 0:00 - 8:00 40 Sunday 36 8:00 - 16:00 90 Monday 28 16:00 - 23:59 82 Tuesday 33 Wednesday 26 Thursday 37 Friday 20 Saturday 32 Response Times ( Dispatched time to truck arrived on the scene ) 148 Calls 58 Calls 6 Calls Under 5 Minutes 6 - 10 Minutes 10+ Minutes Training Hours: 1980 Firefighter Training Hours ( In House, Sectional State Schools, Fire Chief's Conference, ect....) Non Emergency Hours: 640+ Firefighter Hours (Parades, Open House, Fire Prevention, Bike Triathilon, Community Events) Equipment Maintenance Hours: 500+ Firefighter Hours voRETT0 F'RE7' 1 ,111'1` 'scx.ti MN 2013 Schedule Of Values Building $ 530,000 Building Contents $ 161,500 Equipment $ 166,400 Future Fire Station Property $ 220,000 Vehicle Schedule Values 1990 Ford F350 Pickup $ 177,300 1991 Int'l Rescue $ 307,900 1996 Pierce Saber $ 552,300 2000 Pierce Dash $ 615,700 2003 Ford Expedition $ 38,200 2007 Pierce Tanker $ 225,200 2009 Lark Trailer $ 4,590 2006 Ford F250 $ 30,600 2009 Ranger Grass Rig $ 24,150 2012 Ford F550 Utility Truck $ 201,278 Loretto Volunteer Fire Department • P.O. Box 22 • 259 N. Medina St. • Loretto, MN 55357 • 763 - 479 -3036 N O ge- O N CCS 0 0 4-1 C5 0 °T° 0 N 0 0 Q 0 O N N Eft 0 o O 0 O O Tr EA $ 80,000.00 o 0 0 0 in Ct 0 a- EA 0 0 0 0 O 'di Eft $ 13,000.00 0 0 0 0 O 4S) Eft 0 0 0 0 LA 00 CO N Eft 4 , -, .yT, 0 0 0 0 0 O 'Cr EA 0 0 0 0 0 O L() Eft $ 80,000.001 0 0 0 0 10 M 0 a- Eft 0 0 0 O 0 Id EA 0 0 0 O O 66 EA 0 0 0 O Ln M 0) N EA ~ 0 N 0 O O o o N N Eft 0 O 0 o o O Tr Eft 0 0 0 O o O CO ift 0 0 0 O o M 0 `- Eft 0 O 0 O o Ln Eft 0 co 0 O 0 N e- EA 0 0 O o L0 EA $ 267,500.00 '„ (--) 1 $ 40,000.00 0 O 0 O o O Lt, Eft 0 O 0 O o O 00 Eft 0 O 0 O Ln M 0 a- Eft 0 0 O O O LA Eft O O 0 O o 1L) ,- EA O O 0 O Ln M 0) N Eft CO 0 N 0 0 O 0 0 N N Eft 0 0 o 0 0 O V Eft 00.000`0£ $ 0 0 O 0 0 O CO Eft 0 0 O 0 MI M N Eft o 0 0 0 0 N e- Eft o 0 0 0 0 Ln Eft o 0 0 0 LL) N e- N Eft ,F: ,_ 00'000`ZZ $ 00'000`017 $ 0 0 0 0 0 O in Eft 0 O 0 0 0 O CO Eft 0 0 0 0 Ln M 0 ' EA O 0 0 0 0 Ln Eft 0 0 0 0 0 Ln r- Eft 0 0 0 0 0 LO- X. EA O 0 0 0 10 O- M M EA S60Z 0 0 0 O 0 N CV Eft 0 0 0 0 0 O Tr Eft 0 0 0 0 L:) E7 N Eft 0 0 0 0 0 O M Eft 0 0 0 0 0 - r Eft 0 0 0 0 0 Ln E) $ 7,500.00 0 0 0 0 0 O C) Eft c '' 0 0 0 0 0 N N Eft 0 0 0 0 0 O v. Eft 0 0 0 0 0 O Ln Eft $ 80,000.00 0 0 0 0 !d) M O Eft 0 0 0 0 0 'xi EA 0 O 0 0 O e Eft $ 314,500.00 2014 0 0 0 0 N N Eft 0 0 0 0 O Tr Eft 0 0 0 la.) M N Eft 0 0 0 O - .- Eft 0 0 0 O Ml) Eft 0 0 0 14.) - 0 r Eft :° "; $ 22,000.00 1 0 O 0 0 O v Eft $ 80,000.00 0 0 0 LQ M O Eft 0 0 0 0 Ln Eft 0 O o 0 e' i- Eft $ 264,500.00 0 N O 0 O O O N Eft O 0 O O 14 N LA Eft 0 O 0 O O Eft 0 O 0 O 0 Eft 0 0 0 O Lf) CO Eft 0 N 0 0 0 O 0 N Eft 0 0 0 0 0 Tr Eft 00'000`08 $ 0 0 0 O LO 0 a- EA 0 0 0 O O Eft O 0 O O 0 a- EA O 0 0 O ID CO N to Category 2012 Utility 11 1992 Rescue 11 1996 Saber Pumper '2000 Dash Pumper Tanker 2006 Kenworth Tanker 11 2006 Ford F250 'Aerial Ladder 100ft Building Improvements Homotro Rescue Tool 2006 Scott SCBA's Command Vehicle Rescue Boat Gator Grass Rig OHV Turnout Gear (5) 800 Mhz Radios Thermal Imager Totals Category '2012 Utility 11 '1994 Rescue 11 1996 Saber Pumper 2006 Dash Pumper Tanker 2006 Kenworth Tanker 11 2006 Ford F250 Aerial Ladder 100ft Building Improvements Homotro Rescue Tool 2006 Scott SCBA's Command Vehicle Rescue Boat Gator Grass Rig OHV Turnout Gear 800 Mhz Radios Thermal Imager 1 Total DEC LORETTO FIRE DEPARTMENT BUDGET 2012 Code Description 2012 Budget Spent 2012 2012 Actual 101 Staff Salaries $ 20,000.00 20,000.00 $0.00 170 Officers Pay $ 7,150.00 7,150.00 $0.00 180 Training Drill Pay $ 14,200.00 14,200.00 $0.00 185 Task Reimbursement (Points) $ 3,070.00 3,070.00 $0.00 190 Salaries (Firefighters) $ 28,640.00 28,640.00 $0.00 191 Meeting Salaries $ 2,490.00 2,490.00 $0.00 121 FICA $ 15,000.00 16,741.02 - $1,741.02 151 Workers Comp. Insurance $ 8,500.00 7,050.00 $1,450.00 200 Office Supplies $ 1,000.00 1,175.99 4175.99 205 Computer Software $ 1,000.00 1,758.16 - $758.16 208 Training Supplies $ 17,000.00 28,913.26 411,913.26 210 Equipment Supplies $ 10,000.00 8,769.36 $1,230.64 211 PPE Supplies $ 15,000.00 11,092.06 $3,907.94 212 Motor Fuels $ 5,000.00 6,442.68 - $1,442.68 216 Open House & Pancake Br $ 7,500.00 4,261.71 $3,238.29 217 Fire Prevention $ 1,000.00 3,884.10 42,884.10 218 Medical Supplies $ 3,500.00 16,368.02 - $12,868.02 219 Safety Supplies $ 1,000.00 302.16 $697.84 300 Professional Services $ 1,500.00 4,483.51 - $2,983.51 305 Medical Services $ 15,000.00 12,505.04 $2,494.96 321 Telephone $ 4,000,00 4,527.37 - $527.37 322 Postage $ 300.00 363.61 463.61 325 Pagers - Fire Department $ 5,000.00 3,818.50 $1,181.50 331 Mileage $ 800.00 728.92 $71.08 350 Printing $ 200.00 44.10 $155.90 361, General Liability $ 10,002.00 10,805.00 - $803.00 381 Electricity $ 3,500.00 3,052.82 $447.18 382 Gas Service New Property 249.58 383 Gas Service $ 4,000.00 1,529.28 $2,470.72 384 Garbage $ - $0.00 401 Office Rent $ 7,800.00 8,100.00 4300.00 402 Building Maintenance /Repair $ 12,000.00 18,006.75 46,006.75 409 Other Equipment Repair $ 15,000.00 15,553.64 - $553.64 418 Radio Rental $ 9,500.00 13,868.72 44,368.72 433 Dues & Subscriptions $ 2,000.00 2,113.89 - $113.89 434 Conferences & Schools $ 13,000.00 16,584.75 - $3,584.75 450 Donations/ Funerals $ 2,000.00 2,100.46 - $100.46 500 Capital Outlay $ 60,000.00 53,184.79 $6,815.21 580 Building Sinking Fund $ - 72,079.99 - $72,079.99 590 Salaries - Sinking Fund $ - $0.00 Pension $ 55,000.00 55,000.00 $0.00 Bank REC 700 Payroll Expense - Kathy $ 16,000.00 19,129.00 - $3,129.00 Total Budget - All Expenses $397,652.00 $500,13824 - $102,236.66 LORE T TO FIRE DEPARTMENT BUDGET - ALL OPERATIONS Ending Balance for 2012 Income 2012 Budget Income 2012 Actual City Contracts $ 326,500.00 $328,810.64 $ 2,310.64 Donations $ 6,000.00 $19,000.25 $ 13,000.25 $ 221,732.35 Relief Assn Donation $ 15,000.00 $35,000.00 $ 20,000.00 $ 1,580.70 Salaries Sinking Fund Fun Fest Donation $1,580.70 Building Sinking Fund Pancake Br & Open H Donat. $5,858.00 $ 5,858.00 Interest $ 300.00 $49.17 $ (250.83) $ 214.34 Money Market Int. $214.34 Rent $160.00 $ 160.00 Refunds $756.00 $ 756.00 Grants $ 3,310.00 $10,000.00 $ 6,690.00 Total $ 351,110.00 $ 401,429.10 $50,319.10 Ending Balance for 2012 Checking Account $ 105,456.50 Money Market Account $1 16,275.85 Total $ 221,732.35 Less Sinking Fund Salaries Sinking Fund $ 54,121.10 Building Sinking Fund Cash on Hand $ 167,611.25 CITY OF ROGERS Rogers Fire Department 21201 Memorial Drive Rogers, MN 55374 Phone: 763 - 428 -3500 Fax: 763 - 428 -2534 Dear Ladies and Gentlemen, As Fire Chief of the Rogers Fire Department, I proudly present to you this summary of activities for the year 2012. 2012 Call History: The Rogers Fire Department responded to 518 calls for emergency and non - emergency assistance, which is an increase of 16% from 2011. There were 271 medical calls and 247 calls for Fire /P.I. Accidents /Calls for Service. Attached are charts showing Average Response Times, Calls by event Type, Calls by Day of Week, and Total Calls by Year. On December 23rd, 2012, a helicopter crashed in the backyard of a residence located on Country Circle in Corcoran. Rogers Fire arrived on scene and found a helicopter fully engulfed in flames. The pilot was treated at the scene by North Memorial Paramedics for minor injuries. Fire Contracts: The 2013 Rogers Fire Department service contract rate for the City of Corcoran will remain the same as the current contract on file from 1994. The contract amount is calculated by multiplying the 2011 Market Value times .00044. Based on the current rate, the 2013 Fire Contract for the City of Corcoran will be $78,503. Staffing: In January of 2013, the City of Rogers hired John Hale as a fire inspector. John was a full -time firefighter for St. Louis Park Fire Department, and past member of the Andover Fire Department. John's background includes fire inspection, plan review, entering fire /EMS runs into the Firehouse program and John also has various IT experience. Training: In 2012, Rogers Firefighters participated in approximately 1600 hours of training activities. Firefighters trained on structure fire response, tanker shuttle, auto & bus extrication, water rescue, confined space, hazardous materials, and other emergency related training activities throughout the year. The photo below was taken during a car fire vehicle training event in 2012. The car is fueled by propane and stimulates an actual car fire in the engine compartment. The training teaches firefighters vehicle size -up, fire behavior, fire suppression, correct techniques while approaching a car fire, and the proper use of pry tools. I want to thank all firefighters of the Rogers Fire Department for their commitment to excellence and dedication to our communities. Respectfully yours, Ed 2U 7eat Bradley W. Feist, Fire Chief /Emergency Management Director CITY OF ROGERS 2012 Activity Summary 518 Total Calls Call Type Rogers Corcoran Otsego Dayton Golden Valley Plymouth Brooklyn Park Rockford Loretto Hanover St. Michael Fire 74 10 1 5 1 1 2 1 1 Fire Alarm 55 4 1 Medical 249 9 13 PI Accident 41 2 2 1 1 Hazardous Condition 25 1 Service Call 11 1 1 1 2 2 Total: 455 26 18 7 2 2 3 2 1 1 1 1 Rogers Fire Department Average Response Time 1 2012 2011 2010 2009 2008 • Rogers • Corcoran Otsego • Hassan Rogers Fire Department 2012 CaII Type Breakdown Hazardous Condition 5% PI Accident /Rescue 9% Service Calls 3% Fire Alarm 12% Medicals 52% Rogers Fire Department Total Calls by Year 541 438 396 369 445 518 2007 2008 2009 2010 2011 2012 600 500 400 300 200 100 0 84 59 Rogers Fire Department Incidents by Day of the Week 69 71 85 68 82 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Rogers Fire Department Number of Calls by Time of Day 37 28 33 34 26 30 35 29 29 22 34 24 35 19 19 13 13 10 9 9 7 7 9 7 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 General Ledger General Fund Rev /Exp Fin Rpts User: administ Printed: 04/16/13 16:00:26 Period 01 - 12 Fiscal Year 2012 - 2012 2011 2011 2012 2012 2012 2012 Account Number Description One Year Prior Adopted One Year Prior End Balance Budget Yr to Date Actual YTD Bdgt Var % Collect/Exp 100 General Fund 2210 Fire Fighting & Administration 100 - 420 - 2210 - 32213 -0000 Fire Plan & Review Fees 100 - 420 - 2210 - 32250 -0000 Fireworks Permits 100 - 420 - 2210 -32260 -0000 Burn Permits 100 - 420 -2210- 33430 -0000 State - Anti -Terr. Training 100 - 420 - 2210 - 33451 -0000 State - Other Aid & Grants 100 - 420 - 2210 - 33630 -0000 County- Emergency Mgmt Grant 100 -420- 2210 - 33641 -0000 County - Other Aid & Grants 100 - 420 - 2210 - 33710 -0000 Other - Grants 100 - 420 - 2210 - 34109 -0000 Administrative Penalties 100 - 420 - 2210 - 34202 -0000 Fire Protection Services 100 - 420 -2210- 34203 -0000 Fire Reports 100 - 420 - 2210 - 34206 -0000 False Alarm Fees 100 - 420 - 2210 - 34207 -0000 Fire Inspections 100 - 420 - 2210- 34208 -0000 Special Events Fire Dept 100 - 420 - 2210 - 36223 -0000 Other Rent 100 - 420 - 2210 - 36230 -0000 Contributions & Donations 100 - 420 - 2210 - 36233 -0000 Refunds & Reimbursements Revenue 100 - 420 - 2210 - 41010 -0000 F -T Employees - Regular 100 - 420 - 2210 - 41020 -0000 F -T Employees - Overtime 100 - 420 - 2210 - 41030 -0000 P -T Employees - Regular 100 - 420 - 2210 - 41040 -0000 P -T Employees - Volunteer Fire 100 - 420 - 2210 - 41210 -0000 PERA Contributions 100 -420- 2210 - 41220 -0000 FICA/Medicare Contributions 100 - 420 - 2210 - 41310 -0000 Health Insurance 100 - 420 - 2210 - 41320 -0000 Dental Insurance 100 - 420 - 2210 - 41330 -0000 Life Insurance 100 - 420 -2210- 41420 -0000 Unemployment Benefit Payments 100 - 420 - 2210 - 41510 -0000 Workers' Compensation Premiums 100 -420- 2210 - 41510 -8150 Workers' Compensation Premiums 0.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 330,853.00 0.00 450.00 0.00 0.00 0.00 0.00 0.00 331,603.00 79,019.00 0.00 19,791.00 58,000.00 12,814.00 7,097.00 12,450.00 0.00 3,397.00 0.00 12,290.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 300.00 200.00 100.00 66.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,322.72 0.00 2,060.39 - 2,060.39 0.00 756.00 0.00 2,881.00 - 2,881.00 0.00 0.00 0.00 1,365.91 - 1,365.91 0.00 1,150.00 3,565.00 0.00 3,565.00 0.00 0.00 0.00 0.00 0.00 0.00 330,883.54 287,179.00 112,583.91 174,595.09 39.20 0.00 0.00 10.00 -10.00 0.00 2,350.00 600.00 400.00 200.00 66.67 0.00 0.00 0.00 0.00 0.00 667.50 0.00 35.00 -35.00 0.00 0.00 0.00 2,789.03 - 2,789.03 0.00 332.27 0.00 325.00 - 325.00 0.00 4,598.44 0.00 449.67 - 449.67 0.00 343,260.47 291,644.00 123,099.91 168,544.09 42.21 79,019.20 81,808.00 81,807.84 0.16 100.00 3.57 0.00 203.72 - 203.72 0.00 19,618.81 20,264.00 18,949.06 1,314.94 93.51 61,642.50 66,010.00 77,957.19 - 11,947.19 118.10 12,801.83 13,249.00 16,781.91 - 3,532.91 126.67 7,547.23 7,786.00 7,773.23 12.77 99.84 12,463.80 11,076.00 7,326.00 3,750.00 66.14 0.00 0.00 0.00 0.00 0.00 18.59 18.00 16.69 1.31 92.72 223.35 0.00 0.00 0.00 0.00 11,458.50 16,836.00 16,563.60 272.40 98.38 1,750.00 0.00 0.00 0.00 0.00 1 2011 2011 2012 2012 2012 2012 Account Number Description One Year Prior Adopted One Year Prior End Balance Budget Yr to Date Actual YTD Bdgt Var % Collect/Exp 100 - 420 - 2210 -42000 -0000 Office Supplies 900.00 865.14 900.00 403.67 496.33 44.85 100 -420- 2210 - 42010 -0000 Computer Supplies & Equipment 3,500.00 1,332.81 600.00 1,056.03 - 456.03 176.01 100 - 420 - 2210 - 42070 -0000 Training Supplies 1,000.00 1,112.87 1,000.00 916.29 83.71 91.63 100 - 420 - 2210 - 42100 -0000 Operating Supplies 8,800.00 8,716.64 9,000.00 11,300.18 - 2,300.18 125.56 100 - 420 - 2210 - 42105 -0000 Tools and Equipment 3,150.00 3,739.79 3,200.00 3,264.67 -64.67 102.02 100 - 420 -2210- 42106 -0000 Personal Protective Gear 5,500.00 6,989.44 6,250.00 9,708.24 - 3,458.24 155.33 100 - 420 - 2210 - 42120 -0000 Fuel & Lubricants 6,300.00 6,528.11 7,400.00 6,885.67 514.33 93.05 100 -420- 2210 - 42170 -0000 Medical Supplies 1,850.00 1,691.81 4,050.00 6,959.71 - 2,909.71 171.84 100 - 420 - 2210 - 42180 -0000 Clothing 7,175.00 6,738.29 2,500.00 2,626.64 - 126.64 105.07 100 - 420 - 2210 - 43040 -0000 Legal Fees 1,000.00 2,566.68 1,000.00 0.00 1,000.00 0.00 100 - 420 - 2210 - 43100 -0000 Contracted Services 1,500.00 1,017.40 1,500.00 2,053.15 - 553.15 136.88 100 - 420 -2210- 43190 -0000 Computer Services 1,900.00 759.17 2,660.00 1,162.55 1,497.45 43.70 100 - 420 - 2210 - 43210 -0000 Telephone 1,300.00 1,782.41 1,650.00 1,588.60 61.40 96.28 100 - 420 - 2210 - 43220 -0000 Postage 75.00 31.70 75.00 40.03 34.97 53.37 100 - 420 - 2210- 43250 -0000 Other Communication 24,000.00 23,827.06 24,000.00 21,421.54 2,578.46 89.26 100 - 420 - 2210 - 43500 -0000 Printing 525.00 336.45 525.00 557.70 -32.70 106.23 100 - 420 - 2210 - 43520 -0000 Public/Legal Notices 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 43600 -0000 Insurance 16,925.00 14,723.08 17,750.00 19,540.33 - 1,790.33 110.09 100 - 420 - 2210 - 43600 -8150 Insurance 0.00 1,193.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 43810 -0000 Electric 5,000.00 5,099.71 5,400.00 4,421.45 978.55 81.88 100 - 420 - 2210- 43820 -0000 Water 850.00 694.73 850.00 838.34 11.66 98.63 100 - 420 -2210- 43830 -0000 Gas 4,500.00 2,889.18 4,000.00 2,075.58 1,924.42 51.89 100 - 420 - 2210 - 43840 -0000 Refuse Disposal 300.00 297.68 300.00 314.52 -14.52 104.84 100 - 420 - 2210 - 43850 -0000 Sewer 50.00 32.18 50.00 26.06 23.94 52.12 100 - 420 - 2210 - 43880 -0000 Security Systems 200.00 203.05 200.00 154.10 45.90 77.05 100 - 420 - 2210 - 44010 -0000 Building Repairs & Maint. 3,325.00 7,718.32 5,400.00 5,473.42 -73.42 101.36 100 - 420 - 2210- 44040 -0000 Veh & Equip Repairs & Maint 24,000.00 32,510.32 27,600.00 34,384.51 - 6,784.51 124.58 100 - 420 -2210- 44060 -0000 Janitorial/Cleaning Services 2,200.00 2,287.36 2,250.00 2,268.81 -18.81 100.84 100 - 420 - 2210 - 44080 -0000 Testing 5,800.00 5,934.60 5,800.00 7,308.03 - 1,508.03 126.00 100 - 420 - 2210 - 44100 -0000 Rentals 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 44120 -0000 Equipment Leases 2,500.00 2,705.37 2,550.00 2,774.44 - 224.44 108.80 100 - 420 - 2210 - 44300 -0000 Miscellaneous Service Charges 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 44310 -0000 Miscellaneous 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 44330 -0000 Dues & Subscriptions 2,450.00 2,240.50 2,450.00 2,029.00 421.00 82.82 100 - 420 - 2210 - 44360 -0000 Travel, Conferences & Training 14,000.00 8,393.44 14,250.00 6,313.01 7,936.99 44.30 100 - 420 - 2210 - 44370 -0000 Vehicle Registration 0.00 21.50 0.00 0.00 0.00 0.00 100 -420- 2210 - 44385 -0000 Special Events 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 44500 -0000 Disaster Relief 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 45200 -0000 Buildings & Structures 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 45500 -0000 Motor Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 -2210- 45700 -0000 Office Equipment & Furnishings 0.00 0.00 0.00 0.00 0.00 0.00 2 2011 2011 2012 2012 2012 2012 Account Number Description One Year Prior Adopted One Year Prior End Balance Budget Yr to Date Actual YTD Bdgt Var % Collect/Exp 100 - 420 - 2210 - 45800 -0000 Other Equipment 0.00 251.98 0.00 0.00 0.00 0.00 100 - 420 - 2210 - 49999 -0000 2012 Hassan Expenditure Budget 0.00 0.00 176,600.00 0.00 176,600.00 0.00 Expense 355,433.00 361,779.15 548,807.00 385,245.51 163,561.49 70.20 2210 Fire Fighting & Administration - 23,830.00 - 18,518.68 - 257,163.00 - 262,145.60 4,982.60 101.94 100 General Fund - 23,830.00 - 18,518.68 - 257,163.00 - 262,145.60 4,982.60 101.94 Revenue Total 331,603.00 343,260.47 291,644.00 123,099.91 168,544.09 42.21 Expense Total 355,433.00 361,779.15 548,807.00 385,245.51 163,561.49 70.20 General Ledger General Fund Rev /Exp Fin Rpts User: administ Printed: 04/16/13 16:02:35 Period 01 - 12 Fiscal Year 2012 - 2012 2011 2011 2012 2012 2012 2012 Account Number Description One Year Prior Adopted One Year Prior End Balance Budget Yr to Date Actual YTD Bdgt Var % Collect/Exp 100 General Fund 2500 Emergency Management 100 - 420 - 2500- 32259 -0000 Siren Fee 1,150.00 1,450.00 1,150.00 4,800.00 - 3,650.00 417.39 100 - 420 - 2500- 33171 -0000 Federal - Other Aid & Grants 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2500- 33451 -0000 State - Other Aid & Grants 0.00 0.00 0.00 130.00 - 130.00 0.00 100 - 420 - 2500- 33630 -0000 County - Emergency Mgmt Grant 0.00 0.00 0.00 11,120.46 - 11,120.46 0.00 Revenue 1,150.00 1,450.00 1,150.00 16,050.46 - 14,900.46 1,395.69 100 - 420 - 2500- 42000 -0000 Office Supplies 200.00 212.15 200.00 150.34 49.66 75.17 100 - 420 - 2500- 42010 -0000 Computer Supplies & Equipment 0.00 0.00 0.00 1,365.91 - 1,365.91 0.00 100 - 420 - 2500- 42070 -0000 Training Supplies 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2500 - 42100 -0000 Operating Supplies 2,500.00 3,041.89 2,600.00 2,411.80 188.20 92.76 100 - 420 - 2500- 42105 -0000 Tools and Equipment 0.00 50.81 500.00 7,770.91 - 7,270.91 1,554.18 100 - 420 - 2500- 42170 -0000 Medical Supplies 425.00 487.35 425.00 4,949.49 - 4,524.49 1,164.59 100 - 420 - 2500- 43030 -0000 Engineering Services 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2500- 43100 -0000 Contracted Services 2,000.00 522.50 2,000.00 0.00 2,000.00 0.00 100 - 420 - 2500- 43520 -0000 Public/Legal Notices 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2500 - 44040 -0000 Veh & Equip Repairs & Maint 1,750.00 1,431.00 1,750.00 1,110.61 639.39 63.46 100 - 420 - 2500- 44070 -0000 Siren Maintenance 4,175.00 956.40 4,175.00 2,008.32 2,166.68 48.10 100 - 420 - 2500- 44310 -0000 Miscellaneous 0.00 0.00 0.00 0.00 0.00 0.00 100 - 420 - 2500- 44330 -0000 Dues & Subscriptions 300.00 140.00 300.00 140.00 160.00 46.67 100 - 420 - 2500- 44360 -0000 Travel, Conferences & Training 2,500.00 1,452.97 2,000.00 236.00 1,764.00 11.80 100 - 420 - 2500- 45800 -0000 Other Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Expense 13,850.00 8,295.07 13,950.00 20,143.38 - 6,193.38 144.40 2500 Emergency Management - 12,700.00 - 6,845.07 - 12,800.00 - 4,092.92 - 8,707.08 31.98 100 General Fund - 12,700.00 - 6,845.07 - 12,800.00 - 4,092.92 - 8,707.08 31.98 Revenue Total 1,150.00 1,450.00 1,150.00 16,050.46 - 14,900.46 1,395.69 Expense Total 13,850.00 8,295.07 13,950.00 20,143.38 - 6,193.38 144.40 1 City of Corcoran City Council Meeting Minutes April 11, 2013 - 7:00 PM The Corcoran City Council met on April 11, 2013, at City Hall in Corcoran, Minnesota. Present were: Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Lynch, and Councilor Thomas. Also present were: City Administrator Donahue, City Engineer Kent Torve, Public Works Director Meister, and Code Compliance Official Pritchard. Mayor Guenthner called the regular meeting to order at 7:OOpm. 1. Call to Order / Roll Call 2. Pledge of Allegiance 6a. The Regular City Council Meeting suspended for Local Board of Appeal and Equalization Present were: Assessor Rolf Erickson, Lisa Mott, John Mott, and County Representative Luann Hagen. The following appeared at the meeting. 1. Roger Bechtold 19900 Hillside Drive, requested that the City raise his assessed value. Rolf Erickson recommended the assessable value be adjusted from $168,000 to $192,000. MOTION: Thomas, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 2. Schumaker 23710 Highway 55, requested that the City lower their assessed value to reflect actual property use. Rolf Erickson recommended homesteading and value reduction to 1.255M. MOTION: Cossette, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) Mayor Guenthner recessed the Local Board of Appeal meeting for the assessor to have discussions with property owners. 3. Agenda Approval MOTION: Thomas, seconded by Cossette to approve the agenda with modification: add 8 g Three Rivers Trailhead Verbal Update. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 4. Open Forum -None 5. Presentations — Fire Departments' Annual Report - 6. Consent Agenda a. Draft Minutes of March 28, 2013 Council Meeting b. Award i n g 2013 Asphalt Maintenance Contracts - Resolution 2013 -12 MOTION: Asleson, seconded by Thomas to approve the consent agenda as presented with the exception of 6 c. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) c. Loretto Fire Department Contract — Discussion. Staff directed to add exhibits and present new contract at next meeting. MOTION: Cossette, seconded by Lynch to extend the original contract 60 days. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 6a. 7. Claims as Presented a. Escrow Claims (Fund #500) MOTION: Thomas, seconded by Cossette to approve escrow claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) b. A 1 1 Other Financial Claims MOTION: Cossette, seconded by Asleson to approve all other financial claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 8. Staff Reports / Memos /Commissions a. Financial Performance Report received, no action required. b. P 1a n for Updating and the Retention of City Records — Council discussed. MOTION: Thomas, seconded by Asleson to approve Temporary File Clerk job description. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) c. 2012 Charter Commission Report to Chief Judge Cahill received, no action required. d. D raft Minutes of February 19, 2013 Parks and Trails Commission Meeting received, no action required. e. Information on Land Use Seminars received. Council discussed, no action taken. f. Ophoven Letter received, council discussed. Review process with City Planner Lindahl at later meeting. MOTION: Cossette, seconded by Asleson to approve request to lower $2000 escrow to $500 escrow. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) g. Three Rivers Trailhead Verbal Update — Discussion. Public comment from Dorothy Theis and Mr. Kluck, against a trailhead agreement. 9. Planning Business / Landform — None Council Meeting recessed at 8:29 to continue the Local Board of Appeal and Equalization meeting. 1. Roger Bechtold 19900 Hillside Drive, requested that the City raise his assessed value. Rolf Erickson recommended the assessable value be adjusted from $168,000 to $192,000. MOTION: Thomas, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 2. Schumaker 23710 Highway 55, requested that the City lower their assessed value to reflect actual property use. Rolf Erickson recommended homesteading and value reduction to 1.255M. MOTION: Cossette, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 3. Greg and Cindy Armbruster 22963 County Road 50, requested that the City lower their assessed value. Rolf Erickson recommended the assessable value be changed to $1.246M and $1.397M deferred from $1.4M and $1.7M deferred. MOTION: Asleson, seconded by Thomas to approve the adjustment as recommended. 10. Unfinished Business a. P W Facility i. Review Bids ii. Discuss Alternates — Discussion MOTION: Asleson, seconded by Cossette to approve bid package alternates 1, 2, and 3. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 6a. MOTION: Cossette, seconded by Asleson to reject bid package alternates 4 and 5 Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) iii. Discuss Financing Option — Discussion iv. Ebert Construction Pay #4 v. Oertel Architects Pay #5 b. 2 0 1 3 Tax Increment Financing i. Discuss Projects and Priority — Discussion. Presentation by Mike Brady - Hope Church to consider TIF financing for a senior living facility. Council consensus to consider. Directed staff to present Comprehensive Plan and Downtown Design Guidelines to Council as review. ii. Consider Phase II Analysis and Consulting Agreement — Discussion. 11. New Business a. Approval of Resolution 2013 -11 Supporting Legislation for the City Option of Establishing Street Improvement Districts — Discussion MOTION: Asleson, seconded by Cossette to approve Resolution 2013 -11. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) b. Approval of Administrator Transition and Consulting Agreement — Discussion MOTION: Thomas, seconded by Asleson to approve Agreement. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda 14. Adjournment MOTION: Thomas, seconded by Asleson to adjourn. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and-Thomas. (Motion carried 5:0) Meeting adjourned at 11:07pm Michael Pritchard - Code Compliance Official Minutes Corcoran City Council Local Board of Appeal and Equalization April 11, 2013 - 7:00 PM 1. Agenda Approval 2. 04/12/12 Local Board of Review Minutes 3. Local Board of Review — Presentation by Rolf Erickson, City Assessor 6ai. 1. Roger Bechtold 19900 Hillside Drive, requested that the City raise his assessed value. Rolf Erickson recommended the assessable value be adjusted from $168,000 to $192,000. MOTION: Thomas, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 2. Schumaker 23710 Highway 55, requested that the City lower their assessed value to reflect actual property use. Rolf Erickson recommended homesteading and value reduction to 1.255M. MOTION: Cossette, seconded by Asleson to approve the adjustment as recommended. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 3. Greg and Cindy Armbruster 22963 County Road 50, requested that the City lower their assessed value. Rolf Erickson recommended the assessable value be changed to $1.246M and $1.397M deferred from $1.4M and $1.7M deferred. MOTION: Asleson, seconded by Thomas to approve the adjustment as recommended. 4. Adjournment Rev. 04.03.13 LORETTO VOLUNTEER FIRE DEPARTMENT CONTRACT FOR FIRE SERVICE 6c. THIS AGREEMENT, effective January 1, 2013, by and between the Loretto Volunteer Fire Department, Inc., a Minnesota non -profit corporation with its registered office at Loretto, Minnesota (hereinafter referred to as "the Department "); and the cities of Corcoran, Greenfield, Independence, Loretto, and Medina, Minnesota municipal corporations in the County of Hennepin and State of Minnesota (hereinafter referred to individually as "a City" and collectively as "the Cities "). WITNESSETH: WHEREAS, the Cities desire to contract with the Department for fire protection and emergency medical response services (hereinafter referred to as "the Contracted Services ") within each City's Fire Service Area described in Exhibit A attached hereto and made a part hereof (hereinafter referred to as "Fire Service Area "); and WHEREAS, the Department has the necessary equipment, trained manpower and facilities to provide Contracted Services and is willing and able to provide such services to the City on the terms and conditions contained herein; and WHEREAS, the parties have agreed upon pricing of Contracted Services to the Cities by formula, based upon (a) estimated market value of properties in the Fire Service Area, (b) historic usage of Contracted Services to each City, and (c) the Department's estimated annual operating costs, including capital equipment expenditures and an annual payment to the Department's Fireman's Relief Association. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. DEFINITION OF TERMS. For the purpose of this Agreement, the terms in this section shall have the following meanings: 1.1. "Contracting City" means any city which is a party to this Agreement for purposes of apportioning costs of Contracted Services. At the effective date hereof the Contracting Cities are Corcoran, Greenfield, Independence, Loretto, and Medina. 1.2. "Contract term" means the 3 -year term of this Agreement during which Contracted Services will be rendered to the Cities by the Department, commencing January 1, 2013, and expiring December 31, 2015. -2- 6c. 1.3. "Budget" means the Department's 2013 expense budget contained in Exhibit B attached hereto and made a part hereof,. The Budget shall be amended and restated annually in substantially the same form for each subsequent calendar year during the term hereof, or any extended or renewal term, and costs reapportioned accordingly, as provided herein. An amended and restated Budget for the following calendar year shall be submitted annually to the Contracting Cities not later than August 15 during the Contract Term and any extended or renewal term. 1.4. "Capital Outlay" means the Department's long range capital expenditure plan described in Exhibit C attached hereto and made a part hereof and may be amended and restated from time to time during the term hereof in substantially the same form. The Budget contains a line item expense entry entitled "Capital Outlay" that represents the estimated annual capital expenditures planned for the current year, based upon the Department's long range capital expenditure plan. 1.5. "Contracted Services" means firefighting, fire suppression and fire prevention, emergency incident management, rescue, emergency medical services, and hazardous materials response. 1.6 "Cost Allocation Data" mean those data described in Exhibit D entitled "2013 Contract Proposed City Amounts," which is a 1 -page summary of (a) 2012 estimated market values of properties within the Fire Service Area of each Contracting City and (b) historic usage data measured in call hours and averaged over the three (3) most recent calendar years. 2. AGREEMENT FOR SERVICE. During the term hereof, and during any extended or renewal term, the Department agrees to maintain equipment and manpower capacity and capability at not less than current levels and to provide fire protection and emergency medical response services to the Cities on the terms and conditions contained herein. 3. LEVEL OF SERVICE. 3.1. The Department shall employ its best efforts to protect and save life and property from destruction by fire or medical emergency in the Fire Service Area. Such efforts will include fire inspection and prevention services. 6c. 3.2. Notwithstanding the generality of the foregoing, the Department agrees to purchase, own or lease, and, in all events, maintain in good order and repair such firefighting apparatus and related equipment as may be necessary and suitable for delivery of Contracted Services in the Fire Service Area as the Department may deem appropriate to its mission and contracted responsibilities, making reasonable good faith efforts to provide Contracted Services when notified or dispatched; PROVIDED, however, calls for Contracted Services in the Fire Service Area shall have no less priority than calls elsewhere within the jurisdiction of the Department 3.3. All decisions concerning call priority shall be made in the sole discretion of the Fire Chief or other Department officer who may be in charge in the absence of the Fire Chief, and such decision shall be final when exercised in good faith and upon a reasonable basis. FURTHER PROVIDED, nothing herein shall be construed to require the Department to respond to a call when all available equipment and personnel are responding to a previously reported call or when weather and road conditions are such that, in the discretion of the Fire Chief or other Department officer in charge, the call cannot be made with reasonable safety to officers, fire fighters, and equipment. 3.4. The Department shall provide mutual aid service to a call in any portion of a Contracting City that is not within that City's Fire Service Area if service is requested by a fire department having primary responsibility in that portion of the City; PROVIDED that such service shall be furnished as soon as reasonably possible without jeopardizing the Department's ability to respond to a call for service in any Contracting City's Fire Service Area. 4. COST OF SERVICE. The cost of Contracted Services to the Cities shall be determined by formula for each calendar year during the term of this Agreement, using the Cost Allocation Data described in Exhibit D. The estimated market value of all properties that are not tax - exempt within the Fire Service Area will determine 50% of the cost, and average usage over the three (3) most recent calendar years will determine 50% of the allocated cost to each Contracting City. 4.1. The Department's 2013 Budget payable by the Contracting Cities is $360,000, allocable as follows in accordance with the Cost Allocation Data contained in Exhibit D: Corcoran $ 70,808 Greenfield $ 76,271 Independence $ 79,070 Loretto $ 37,314 Medina $ 96,537 4.2. The allocated costs of Contracted Services to the City shall be payable in monthly or, upon mutual agreement of the Department and the Contracting City, in quarterly installments. -4- 6c. 4.3. The estimated market value for the Fire Service Area of each Contracting City is based upon the estimated market value of all properties within the Fire Service Area for the year immediately preceding the budget year. The source of estimated market value shall be amounts compiled by the office of the Hennepin County Assessor and provided to the Department by the Contracting Cities prior to July 1 of each year during the term of this Agreement and any extended or renewal term. 4.4. Level of service usage calculations in each Contracting City shall be determined by the number of fire, emergency medical and rescue, and mutual aid calls responded to by the Department, measured by personnel hours expended, using a 3 -year trailing average. 4.5. Capital Outlay is included in the Budget as a line item expense and will be funded through the Budget by all Contracting Cities. 4.6. In the event that the Department incurs an unbudgeted expenditure to rent or lease specialized equipment or contracts with personnel to provide fire protection or emergency response services in a specific instance, the Contract City where the services are provided shall bear all costs incidental thereto, less any amounts reimbursed or otherwise recovered by the Department from the property owner or the property owner's insurer. 5. ADMINISTRATIVE RESPONSIBILITY. 5.1. Contracted Services rendered to the Contracting Cities pursuant to this Agreement shall be under the sole direction of the Department, and the Department shall have exclusive and complete control over the delivery and performance of Contracted Services. 5.2. The level of services rendered, standards of performance, hiring and discipline of personnel assigned, and all matters related to Department policies, procedures, rules and regulations shall be consistent with historic levels of service provided by the Department and shall remain solely within the control of the Department. 5.3. Personnel assigned to provide Contracted Services hereunder shall be volunteer officer and firefighter members of the Department, which shall assume all obligations with respect to workers' compensation, Firefighter Relief Association payments and benefits, withholding tax, and insurance for each Department member or volunteer firefighter. The Department and its members, employees and agents shall be independent contractors and not employees of any Contracting City, and the Department shall be responsible for timely payment of all taxes, workers' compensation benefits, and compensation for injuries to its members, employees and agents while performing their duties. No Contracting City shall be required to provide any of the foregoing compensation or non -wage benefits or assume any other liability of employment to any employee or other person assigned to duty by the Department within the Contracting City. -5- 6c. 5.4. Dispute resolution. Any disputes between parties to this Agreement concerning functions and services to be rendered hereunder or the level or manner of delivery and performance of such services shall be resolved by the Fire Chief of the Department and a duly authorized representative of any Contracting City that is involved in the dispute. 5.5. Annual report. The Department shall provide an annual report to each Contracting City to reflect the most recent 5 -year history of fire and emergency medical response calls in the Fire Service Area, the most recent 3 -year summary of Department revenues and expenses, a current list of fixed assets and capital equipment, and any other information that the Contracting City may reasonably request. 6. TERM AND TERMINATION. 6.1. The term of this Agreement shall be three (3) years, commencing January 1, 2013, and terminating December 31, 2015, and shall be renewed automatically thereafter for successive 3 -year terms unless terminated prior thereto pursuant to the following: (a) For any reason at least one (1) year prior to termination date; or (b) 6.2. Any notice of termination shall be given in writing in the manner provided in Section 9.1 of this Agreement. 7. FIRE ADVISORY BOARD. A Fire Advisory Board (hereinafter referred to as the "Advisory Board ") will be comprised of city administrators and police chiefs or other designee from each of the Contracting Cities. The Advisory Board will meet not less frequently than quarterly to review Department policies and standard operating procedures,operating and capital budgets, future fire service needs, capital improvement plans, and pension funding requirement 8. FIRE DEPARTMENT RELIEF ASSOCIATION. Annual retirement costs paid to the Fire Department Relief Association shall be included as a line item expense in the Budget. -6- 9. MISCELLANEOUS. 9.1. Notice. Any notice required or permitted to be delivered in connection with this Agreement shall be in writing and may be given by certified mail, facsimile or electronic mail, hand delivery, or by overnight courier and shall be deemed to have been received (a) if given by certified mail, return receipt requested, three (3) days after date of deposit in the United States mail, postage prepaid; (b) if given by facsimile, electronic mail, or hand delivery, when such notice is received by the party to whom it is addressed; or (c) if given by overnight courier, when delivered. Notice shall be sent to the parties at the addresses set forth below; PROVIDED, that any party having a change of address shall provide such change of address within five (5) business days to the other parties: If to the Department: With copy to: If to Cities: If to Cities (continued): Loretto Volunteer Fire Department, Inc. 259 North Medina Street — P.O. Box 22 Loretto, Minnesota 55357 Attention: Jeff Leuer, Fire Chief Telephone: 763 - 479 -3036 Facsimile. E -mail: jleuer @ci.loretto.mn.us James S. Lane, III, Attorney at Law 125 Lake Street West, Suite 208 Wayzata, Minnesota 55391 -1572 Telephone: 952-473-2241 Facsimile. 952- 476 -5957 City of Corcoran 8200 County Road 116 Corcoran, Minnesota 55340 Attention: Jeanie Heinecke, City Clerk Telephone: 763-400-7032 Facsimile. 763 - 420 -6056 E -mail: jheinecke@ci.corcoran.mn.us -7- City of Greenfield 7738 Commerce Circle Greenfield, Minnesota 55373 Attention: Kathryn E. McCullum, Administrator -Clerk E- mail: kmccullum @ci.greenfield.mn.us Telephone: 763 - 477 -6464 Facsimile. 763 - 477 -6472 6c. 6c. City of Independence 1920 County Road 90 Independence, Minnesota 55359 Attention: Toni Hirsch, City Administrator Telephone: 763/479 -0513 Facsimile. 763/479 -0528 E -mail: thirsch @ci.independence.mn.us City of Loretto 279 Medina Street North, Suite 260 P.O. Box 207 Loretto, Minnesota 55357 Attention: , City Clerk Telephone: 763/479 -4305 Facsimile: 763/479 -2685 City of Medina 2052 County Road 24 Medina, Minnesota 555340 Attention: Scott Johnson, City Administrator /Clerk Telephone: 763/479 -4643 Facsimile: 763/ - E -mail: Scott.Johnson@ci.medina.mn.us -8- 9.2. Captions. Captions and paragraph headings contained in this Agreement are for convenience of reference only, are not a part of this Agreement, and are not to be considered in interpreting this Agreement. All capitalized terms shall have the meanings ascribed to them in this Agreement. 9.3. Entire agreement. This Agreement, together with exhibits hereto, constitutes the entire agreement between the parties, supersedes any prior or contemporaneous oral or written agreements regarding the subject matter hereof, and may not be amended or changed, nor any provision waived, except in writing by the parties. 6c. 9.4. Benefit and succession. This Agreement shall bind and inure to the benefit of the parties hereto and their respective successors and permitted assigns, but may not be assigned without the written consent of the party or parties to be charged. 9.5. Severability. If any provision of this Agreement is held to be illegal, invalid or unenforceable under present or future laws, such provision shall be fully severable, and this Agreement shall be construed and enforced as if such illegal, invalid, or unenforceable provision had never comprised a part of this Agreement, and the remaining provisions of this Agreement shall remain in full force and effect and shall not be affected by the illegal, invalid or unenforceable provision or by its severance from this Agreement; PROVIDED, that the parties continue to realize the principal benefits of the transaction or rendering of services contemplated hereby. 9.6. Counterparts. This Agreement may be executed in counterparts, all of which shall constitute one and the same instrument, but each copy shall be deemed an original. Facsimile or electronic signatures shall be binding as if they were an original signature. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed as of the effective date hereinabove stated. LORETTO VOUNTEER FIRE DEPARTMENT, INC. CITY OF CORCORAN By: By: Jeff Leuer, Fire Chief Mayor and and By: By: Assistant Fire Chief Its: -9- CITY OF GREENFIELD CITY OF INDEPENDENCE By: By: Mayor Marvin Johnson, Mayor and and By: By: Its: Its: 6c. CITY OF LORETTO CITY OF MEDINA By: By: Mayor Mayor and and By: By: Its: Its: Exhibits: A — Fire Service Areas A -1 Corcoran A -2 Greenfield A -3 Independence A -4 Loretto A -5 Medina B — 2013 Loretto Fire Department (Operating) Budget C — Loretto Fire Department Capital Outlay Plan, 2013 -2023 D — Cost Allocation Data, 2009 -2011 CfY OF CORCORIU1 8200 COUNTY ROAD 116, CORCORAN MN 55340 763.420.2288 — OFFICE 763.420.6056 — FAX E -mail — general @ci.corcoran.mn.us / Web Site — www.ci.corcoran.mn.us April 16, 2013 Steven Stahmer City Administrator City of Rogers 22350 S. Diamond Lake Rd. Rogers, MN 55374 -4773 Re: 2013 Fire Services Agreement Dear Mr. Stahmer: I would like to apprise you of Corcoran's understanding of current fire services within our city and our desire to work with the City of Rogers as Corcoran goes forward in repositioning our agreements with fire service providers. We are extremely pleased with the City of Rogers and their service to the City of Corcoran. We are desirous of continuing this relationship and ask that you consider a slight modification in our current agreement for fire services. I would like to provide the following general and budget information for your review: • The City of Corcoran is currently served by four fire departments (Rogers, Hamel, Loretto, and Hanover) with each department providing fire service equally to one fourth of the area of the city. • The City of Corcoran has elected to end the contract for fire service with the Hamel Fire department which serves the SE quadrant of the city effective May 19, 2013 • Pending final approval by the Corcoran City Council, we (after consulting with the Loretto and Rogers Fire Officials) would like to propose the following: o For the remainder of 2013, the Rogers Fire Department provide fire services to the northern one third of the SE quadrant formally served by the Hamel Fire Department; Loretto Fire Department will provide fire services to the remaining south two thirds of the quadrant. o The 2013 contract with the Hamel Fire Department was in the amount of $43,808.20 or $10,952.05 per quarter o The amount owed to the Hamel Fire department to May 19, 2013 is $16,849.32 leaving a balance of $26,958.89 o The City of Corcoran proposes to provide to the Rogers Fire Department for the period of May 20, 2013 to December 31, 2013, one third of the remaining balance of $26,958.32 or $8.986.30 for fire services in the area described above. City of Corcoran 2 June 14, 2010 o The City of Corcoran further proposes to work with the City of Rogers and their Fire Department to develop a long term agreement for fire services that would be effective beginning 2014 Thank you for considering this proposal. Our continued relationship in this critical area of city services is much desired. I look forward to your response. Sincerely, Daniel J. Donahue City Administrator CC. Bookkeeper City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2012 -14 Motion By: Seconded By: A RESOLUTION AWARDING SEAL COATING CONTRACT WHEREAS, pursuant to quotes and bids sought for 2013 Seal Coating street maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following quotes were received: April25, 2013 6d. CONTRACTOR TRAP ROCK (TN) GRANITE (TN) BITUMINOUS (GL) PAVEMENT MARKERS Allied Blacktop $78.00 $78.00 $4.00 $3.00 Pearson Bros $65.00 $48.00 $3.15 $2.00 Astech Corp $55.50 $49.20 $3.10 $1.00 BE IT RESOLVED that Astech Corp. has been identified as the lowest responsible bidder; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: 1. That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2013 street maintenance materials. VOTING AYE Guenthner, Ken Asleson, Rich Cossette, Tom Lynch, Diane Thomas, Ron VOTING NAY Guenthner, Ken Asleson, Rich Cossette, Tom Lynch, Diane Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — City Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -13 Motion By: Seconded By: April 25, 2013 6e. WHEREAS, pursuant to bids and quotes sought for 2013 street maintenance materials for various streets within the City, bids were received, opened, and tabulated according to law; and WHEREAS, bids were received for 2010 — 2012 and Dennis Fehn Gravel and Excavating Inc. has extended 2012 pricing to 2013: Class 5 Gravel Gravel Bidder Price Per Ton 2013 Dennis Fehn Gravel & Excavating Inc. $5.37 plus tax BE IT RESOLVED that Dennis Fehn Gravel and Excavating Inc. has been identified as the lowest responsible bidders; Gravel Hauling MTS Trucking $2.57 per ton T & S Trucking $2.82 per ton M & J Trucking $4.76 per ton BE IT RESOLVED that MTS Trucking has been identified as the lowest responsible bidders; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2013 street maintenance materials and hauling. WHEREAS, the City Council of the City of Corcoran, Minnesota, does hereby find as follows: VOTING AYE Guenthner, Ken Asleson, Rich Cossette, Tom Lynch, Diane Thomas, Ron VOTING NAY Guenthner, Ken Asleson, Rich Cossette, Tom Lynch, Diane Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. Kenneth Guenthner - Mayor ATTEST: City Seal Jeanie Heinecke — City Clerk FINANCIAL CLAIMS CHECK RANGE 20662 -20707 Agenda Item: Agenda Item: 7a. Paid to Total 7b. Agenda Item 7 a -b. Council Meeting Date: 4/24/2013 Prepared By: jheinecke FUND #500 Escrow Claims Amount Project name Total Fund #500 (See attached Check Detail Register) ALL OTHER FINANCIAL CLAIMS (See attached Check Detail Register) TOTAL AUTO DEDUCTIONS TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements Date Paid to Amount 4/5/13 Payroll Taxes 11,267.72 4/5/13 Paychex Fee 247.16 4/10/13 PERA 8,192.21 4/11/13 Citi Street - 457 Deferred Comp 2,517.00 4/11/13 Citi Street- Health Care Savings 1,551.85 4/11/13 US Bank - H S A 3,272.92 4/9/13 Net Payroll H S A Refund 2,477.17 4/9/13 Paychex Fee 127.27 4/5/13 The Hartford 351.20 4/18/13 Mn Dept Rev -Fuel Tax 224.58 4/18/13 Net Payroll PRO8 30,025.66 Total 60,254.74 * Amount not reflected in Cash Balances Report $ (82,391.93) $ 58,572.62 $ 60,254.74 $ 118,827.36 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims \2013 Claims CITY OF CORCORAN CASH BALANCE REPORT APRIL 19, 2013 4/19/2013 Fund Descr L 1 Account 1Current Balance1 1Last Yr YTD Bal Cash GENERAL FUND RESERVES DONATION FUND G 100 -10100 G 201 -10100 POLICE DONATION FUND G 202 -10100 FIREARMS SAFETY G 204 -10100 DWI FORFEITURE FUND G 205 -10100 DRUG FORFEITURE FUND G 206 -10100 TRUCK SAFETY G 207 -10100 ASPHALT MAINTENANCE G 305 -10100 POLICE CAPITAL FUND G 308 -10100 D /S- EQUIPMENT CERTS G 309 -10100 CO. RD. 19 IMPROVEMENT G 310 -10100 2012B PUBLIC WORKS BOND D/S G 311 -10100 TAX INCREMENT FINANCING G 401 -10100 INFRASTRUCTURE PLANNING G 402 -10100 FACILITY EXPANSION D/S G 407 -10100 PW CAPITAL FUND G 410 -10100 PUBLIC WORKS FACILITY G 411 -10100 PARK CAPITAL FUND G 415 -10100 CAPITAL - EQUIPMENT CERTS G 416 -10100 SHANNON LANE G 417 -10100 ESCROW HOLDING FUND G 500 -10100 CIVIC ORGANIZATIONS G 501 -10100 INVESTMENT CONTROL G 999 -10100 Total Cash 121,347.07 9,437.20 1,600.68 3,194.53 12,378.23 1,168.21 5,627.03 71,428.45 10,274.50 (5,864.77) (2,356.76) 74,165.63 1,629,709.96 (640.25) (14,056.33) 4.32 3,452,803.76 332,172.56 64,582.27 3,522.75 34,363.36 6,000.09 (1,734.78) 5,809,127.71 Farmers Savings Acct PARK CAPITAL FUND G 415 -10102 10,669.25 Change in Market Value GENERAL FUND G 100 -10105 Grand Total (75,732.47) 22,115.59 1,866.98 5,101.16 11,543.02 1,167.18 3,343.32 71,365.81 62,875.79 (17,888.86) 133,980.19 0.00 2,944,164.58 (486.00) (16,900.87) 3.17 0.00 336,540.17 (132,541.11) (0.11) 20,627.67 6,000.09 32.50 3,377,177.80 11,715.26 (2,415.42)1 - 6,168.30 5,817,381.54 3,395,061.36 CORCORAN, MN *Check Detail Register© April 2013 Check Amt 10100 Farmers State Bank Paid Chk# 020662 4/25/2013 ABDO, EICK & MEYERS, LLP E 100 - 41540 -300 Professional Srvs (GENERAL) Invoice Comment $10,000.00 309235 2012 AUDIT Total ABDO, EICK & MEYERS, LLP $10,000.00 Paid Chk# 020663 4/25/2013 ALAN MADISON PRODUCTIONS E 204- 42100 -210 Operating Supplies (GENERAL) $192.00 4257A FAS VIDEO Total ALAN MADISON PRODUCTIONS $192.00 Paid Chk# 020664 4/25/2013 BCA MNJIS E 100 - 42100 -323 Radio Units $180.00 131120 BCA REMOTE ACCESS Total BCA MNJIS $180.00 Paid Chk# 020665 4/25/2013 BROCK WHITE E 100 - 43100 -227 Crack Filling $9,426.38 12296177 ROADSAVER Total BROCK WHITE $9,426.38 Paid Chk# 020666 4/25/2013 BURNS RYAN E 204 - 42100 -210 Operating Supplies (GENERAL) $667.47 REIMB0413 FAS SUPPLIES Total BURNS RYAN $667.47 Paid Chk# 020667 4/25/2013 BUSINESS FORMS & ACCOUNTING E 100 - 41941 -207 Computer Supplies $196.34 047292 LASER CHECKS Total BUSINESS FORMS & ACCOUNTING $196.34 Paid Chk# 020668 4/25/2013 CARGILL INC E 100- 43125 -210 Operating Supplies (GENERAL) $3,259.08 2901078319 DEICER Total CARGILL INC $3,259.08 Paid Chk# 020669 4/25/2013 CARLSON BUILDING SERVICES INC E 100 - 41941 -400 Repairs & Maint Cont (GENERAL 5380.48 44165 MONTHLY CITY HALL CLEANING Total CARLSON BUILDING SERVICES INC $380.48 Paid Chkii 020670 4/2512013 I 7 CASH E 100- 42100 -208 Training and Instruction $40.00 041813 COMPLIANCE CHECKS E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $9.39 041813 HEADLIGHT E 100 - 42100 -210 Operating Supplies (GENERAL) $11.00 041813 SQUAD TABS E 100- 42100 -200 Office Supplies (GENERAL) $85.94 041813 SUPPLIES Total CASH $146.33 Paid Chk# 020671 4/25/2013 CENTERPOINT ENERGY HOUSTON E 100 - 45200 -380 Utility & Services (GENERAL) $163.13 032913 NATURAL GAS E 100 - 41941 -380 Utility & Services (GENERAL) $32.54 032913 NATURAL GAS Total CENTERPOINT ENERGY HOUSTON $195.67 Paid Chk# 020672 I 4/25/2013 CINTAS - 470 E 100 - 41941 -210 Operating Supplies (GENERAL) $127.95 470222625 City Hall Scraper Mat E 100-43100-417 Uniforms $58.05 470222626 PW Uniforms E 100- 41941 -210 Operating Supplies (GENERAL) $35.69 470225930 City Hall Scraper Mat 04/18/13 10:42 AM Page 1 CORCORAN, MN *Check Detail Register© E 100 - 43100 -210 Operating Supplies (GENERAL) E 100- 43100 -417 Uniforms April 2013 Check Amt Invoice 52766 470225931 565.97 470225932 Total CINTAS - 470 $315.32 Paid Chk# 020673 4/25/2013 COMCAST- INTERNET E 100- 42100 -321 E 100 - 41941 -321 Telephone Telephone Total COMCAST- INTERNET 567.70 $67.71 $135.41 Paid Chk# 020674 4/25/2013 COMMUNITY MEDIATION SERVICES E 100- 41900 -433 Dues and Memberships Total COMMUNITY MEDIATION SERVICES 040513 040513 $1,800.00 404 51, 800.00 Paid Chk# 020675 4/25/2013 ELM CREEK WATERSHED MGMT COMM E 411 - 43100 -520 Buildings and Structures al ELM CREEK WATERSHED MGMT COMM Comment PW Towels PW Uniforms PD INTERNET CITY HALL INTERNET MEDIATION SERVICES 2013 53,750.00 PW PLAN PLAN REVIEW 53,750.00 Paid Chk# 020676 4/25/2013 GOOD SHEPHERD LUTHERAN CHURCH R 100- 45200 -34101 Facility Rental $7.50 REFUND tal GOOD SHEPHERD LUTHERAN CHURCH 57.50 Paid Chk# 020677 E 100 - 43100 -223 E 100 - 43100 -223 E 100- 43100 -223 Paid Chk# 020678 4/25/2013 GRAINGER Building Repair Supplies Building Repair Supplies Building Repair Supplies Total GRAINGER 5411.20 9111765963 $328.01 9113966239 5411.42 9114193205 51,150.63 4/25/2013 HAMEL FIRE DEPARTMENT E 100 - 42200 -300 Professional Srvs (GENERAL) Paid Chk# 020679 $10,952.05 040813 Total HAMEL FIRE DEPARTMENT 510.952.05 4/25/2013 HEALTH PARTNERS E 100 - 43100 -131 E 100 - 42102 -131 E 100- 41400 -131 E 100- 42100 -131 E 100- 41300 -131 Employer Paid Health Employer Paid Health Employer Paid Health Employer Paid Health Employer Paid Health Total HEALTH PARTNERS Paid Chk# 020680 4/25/2013 HENN CO INFO TECH E 100- 42100 -323 E 100 - 43100 -210 Radio Units Operating Supplies (GENERAL) Total HENN CO INFO TECH 5125.08 43172900 5102.23 43172900 534.99 43172900 5132.52 43172900 562.54 43172900 5457.36 - - PARK SHELTER RENTAL REFUND SUPPLIES SUPPLIES SUPPLIES 1ST QTR FIRE PROTECTION EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH 5952.50 130338007 RADIO USER FEE $111.30 130338096 $1,063.80 Paid Chk# 020681 4/25/2013 HENN CO SHERIFF MC129 E 100 - 42100 -323 Radio Units E 100- 42100 -301 Prisoner Total HENN CO SHERIFF -MC129 548.09 29154 5196.75 29209 5244.84 RADIOADMIN FEE RADIO TECH SUPPORT PRISONER FEE 04/18/13 10:42 AM Page 2 CORCORAN, MN *Check Detail Register© April 2013 04/18/13 10:42 AM Page 3 Check Amt Invoice Comment Paid Chk# 020682 4/25/2013 HOLIDAY STATION STORES E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 5101.92 3401041301 PRE PAID CAR WASH Total HOLIDAY STATION STORES $101.92 Paid Chk# 020683 4/25/2013 INTERSTATE POWERSYSTEMS - - -- - -- E 100 - 43100 -220 Repair/Maint Supply (GENERAL) $39.88 1084207 SUPPLIES Total INTERSTATE POWERSYSTEMS $39,88 Paid Chk# 020684 4/25/2013 KENNEDY & GRAVEN, CHARTERED - -- E 401- 41900 -300 Professional Srvs (GENERAL) 5288.00 113516 TIF CONSULTING Total KENNEDY & GRAVEN, CHARTERED 5288.00 Paid Chk# 020685 4/25/2013 LITTLE FALLS MACHINE -- - - - -- - -- E 100 - 43100 -220 Repair /Maint Supply (GENERAL) 51,321.15 51126 SUPPLIES Total LITTLE FALLS MACHINE $1,321.15 Paid Chk# 020686 4/25/2013 MASSMAN GEOTHERMAL & MECHANICA E 100- 41941 -400 Repairs & Maint Cont (GENERAL it MASSMAN GEOTHERMAL & MECHANICA Paid Chk# 020687 4/25/2013 MEDINA, CITY OF E 100- 43100 -381 Street /Signal Lights Total MEDINA, CITY OF 5350.00 996351 5350.00 5274.38 4281 5274.38 ANNUAL SERVICE STREET LIGHTING Paid Chk# 020688 4/25/2013 MENARDS MAPLE GROVE E 100- 43100 -210 Operating Supplies (GENERAL) 537.07 41144 SUPPLIES Total MENARDS MAPLE GROVE $37.07 Paid Chk# 020689 4/25/2013 METRO WEST INSPECTION SERVICES E 100 - 42400 -300 Professional Srvs (GENERAL) $2,828.57 041013 MARCH 2013 otal METRO WEST INSPECTION SERVICES 52,828.57 Paid Chk# 020690 4/25/2013 MINNESOTA U.I. -' - - -- E 100- 43100 -140 Unemployment Comp (GENERAL 52,663.40 79296280113 BLESSMAN Total MINNESOTA U.I. 52,663.40 Paid Chk# 020691 4/25/2013 MINNESOTA/WISCONSIN PLAYGROUND E 100- 45200 -221 Maintenance Projects 5576.34 2013033 PLAYCURB al MINNESOTA /WISCONSIN PLAYGROUND 5576.34 Paid Chk# 020692 4/25/2013 MN DEPT OF LABOR & INDUSTRY E 100 - 42400 -437 Surcharges $166.90 16663053030 1ST QTR 2013 SURCHARGE Total MN DEPT OF LABOR & INDUSTRY 5166.90 Paid Chk# 020693 4/25/2013 MOTHERS MOTORS - - - -- - E 100- 42100 -220 Repair /Maint Supply (GENERAL) 5132.53 36.502 TOW Total MOTHERS MOTORS $132.53 Paid Chk# 020694 4/25/2013 NAPA AUTO PARTS - CORCORAN -- - -- CORCORAN, MN *Check Detail Register© E 100 - 43100 -210 Operating Supplies (GENERAL) E 100- 43100 -210 Operating Supplies (GENERAL) E 100 - 43100 -210 Operating Supplies (GENERAL) E 100 - 43100 -210 Operating Supplies (GENERAL) E 100 - 43100 -210 Operating Supplies (GENERAL) Total NAPA AUTO PARTS - CORCORAN Paid Chk# 020695 4/25/2013 SCHARBER & SONS April 2013 Check Amt Invoice $9.36 882695 5101.73 885723 55.92 885860 $28.57 886429 $605.98 886621 $751.56 Comment SUPPLIES SUPPLIES SUPPLIES SUPPLIES SUPPLIES E 100 - 45200 -210 Operating Supplies (GENERAL) 5187.86 P06726 SUPPLIES Total SCHARBER & SONS $187.86 Paid Chk# 020696 4/25/2013 ST MICHAEL SPINAL REHAB CENTER - - -- E 100- 43100 -210 Operating Supplies (GENERAL) 5188.00 041013 RANDOM /NEW HIRE rotal ST MICHAEL SPINAL REHAB CENTER 5188.00 Paid Chk# 0206971 4/25/2013 STEELMAN, PAULA E 100 - 42100 -208 Training and Instruction 5195.00 REIMB0413 PLEAA CONFERENCE E 100- 42100 -200 Office Supplies (GENERAL) 5514.74 REIMB0413 SUPPLIES Total STEELMAN, PAULA 209.79 Paid Chk# 020698 4/25/2013 STITCH-IT, INC. E 100 -41920 -417 Uniforms Total STITCH -IT, INC. 5100.00 29916 5100.00 Paid Chk #i 020699 4/25/2013 STREICHER S POLICE EQUIPMENT E 100- 42100 -209 Police Reserves E 100 - 42100 -209 Police Reserves E 100 - 42100 -209 Police Reserves E 100 - 42100 -209 Police Reserves Total STREICHER S POLICE EQUIPMENT CCO UNIFORM 5288.56 11009839 RESERVE BADGES 5339.77 11010930 RESERVE EQUIPMENT $222.26 11010931 RESERVE EQUIPMENT 521.35 11011361 RESERVE EQUIPMENT 5871.94 Paid Chk# 020700 4/25/2013 SUBURBAN WHOLESALE TIRE - - E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 5505.69 10116563 SQUAD TIRES Total SUBURBAN WHOLESALE TIRE 55505.69 Paid Chk# 020701 4/25/2013 SUN PRESS & NEWSPAPERS - - -- - E 100 - 41941 -352 General Notices and Pub Info 556.95 1431859 ORD 2013 -276 E 100- 41941 -352 General Notices and Pub Info 5371.69 1433134 ORD 2011 -256 E 100 - 41941 -352 General Notices and Pub Info 556.95 1433135 ORD 2012 -271 E 100- 41941 -352 General Notices and Pub Info 547.96 1433136 ORD 2013 -274 Total SUN PRESS & NEWSPAPERS 5533.55 Paid Chk# 020702 4/25/2013 SUPERIOR FORD - ' -- E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 548.76 83599 Total SUPERIOR FORD 548.76 PaidiChk# 020703 4/25/2013 TOLL GAS AND WELDING SUPPLY E 100- 43100 -210 Operating Supplies (GENERAL) 510.51 459280 SQUAD HUB CAP PW Supplies 04/18/13 10.42 AM Page 4 CORCORAN, MN *Check Detail Register© Total $10.51 TOLL GAS AND WELDING SUPPLY April 2013 Check Amt Invoice Comment Paid Chk# 020704 4/25/2013 WESTSIDE WHOLESALE TIRE E 100- 42100 -220 Repair /Maint Supply (GENERAL) Total WESTSIDE WHOLESALE TIRE Paid Chk# 020705 4/25/2013 WILLMAR WATER & SPAS E 100- 41941 -210 Operating Supplies (GENERAL) Total WILLMAR WATER & SPAS $92.00 699446 592.00 $24,80 34267 524.80 Paid Chk# 020706 4/25/2013 WRIGHT HENNEPIN ELECTRIC E 100 - 43100 -380 Utility & Services (GENERAL) E 100- 43100 -381 Street/Signal Lights E 100- 45200 -380 Utility & Services (GENERAL) E 100 - 45200 -380 Utility & Services (GENERAL) E 100- 43100 -381 Street /Signal Lights E 100- 43100 -381 Street /Signal Lights E 100 - 43100 -381 Street /Signal Lights E 100 - 43100 -381 Street/Signal Lights E 401 - 41900 -530 Improvements Other Than Bldgs E 100 - 41941 -380 Utility & Services (GENERAL) E 100- 41941 -380 Utility & Services (GENERAL) E 100-42100-380 Utility & Services (GENERAL) E 100 - 45200 -380 Utility & Services (GENERAL) E 100- 43100 -381 Street /Signal Lights E 100- 42100 -380 Utility & Services (GENERAL) Total WRIGHT HENNEPIN ELECTRIC Paid Chk# 020707 4/25/2013 XCEL ENERGY E 100-43100-381 Street/Signal Lights Total XCEL ENERGY Fund Summary 5468.78 040913 $21.90 040913 512.88 040913 $10.78 040913 521.90 040913 521.90 040913 521.90 040913 512.88 040913 58.85 040913 5962.55 040913 520.07 040913 59.53 040913 579.39 040913 538.00 040913 59.65 040913 51, 720.96 $26.45.040313 $26.45 10100 Farmers State Bank $58,572.62 10100 Farmers State Bank 100 GENERAL FUND 204 FIREARMS SAFETY 401 TAX INCREMENT FINANCING 411 PUBLIC WORKS FACILITY 553,666.30 5859.47 5296.85 $3,750 00 $58,572.62 MOUNT TIRES #556 OFFICE WATER PUBLIC WORKS Co Rd 10 & 50: 7700 75TH AVE & HWY 116 8200 COUNTY RD 116 Co Rd 10 & Stanchion: 7600 Co Rd 10 & St Thomas: 7500 Co Rd 10 & Treptaus: 7400 Co Rd 10 & Maple Hill: 7300 19090 BASS LAKE RD/WTR FLOW 8200 COUNTY RD 116 SCHOOL PROPERTY SIREN MAPLE HILL BALL PARK CTY RD 10 /CTY RD 116 SIGNAL CIVIL DEFENSE SIREN Street Lighting 04/18/13 10:42 AM Page 5 Name City of Corcoran Consultant Summary 4/25/2013 Invoice Date Check # Amount Due Abdo, Eick & Meyers LLB 04/05/13 20662 10,000.00 Kennedy & Graven 03/31/13 20684 288.00 Metro West Inspection 04/10/13 20689 2,828.57 Total 13,116.57 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims \2013 Claims ABDO, EICK & MEYERS, LLP Please remit payments to: P.O. Box 3166 Mankato, MN 56002 -3166 Billing Questions: 952.715.3030 507.625.2727 EXT 3030 Questions @aemcpas.com Fax 507.388.9139 or 952.835.3261 CITY OF CORCORAN 8200 CTY RD 116 CORCORAN, MN 55340 Invoice No 309238 Date 04/05/2013 Client No. 41390 SERVICES RELATED TO CERTIFIED AUDIT IN ACCORDANCE WITH GENERALLY ACCEPTED AUDITING STANDARDS FOR THE YEAR ENDED 12/31/2012 PROGRESS BILL $ _10 00 Please provide the following information to pay by credit card: Payment Amount: $ I would like a receipt sent to me: E -Mail Mail E -Mail Address: Card Member Signature: Date: Card Number: Exp Date: Card Code: (A FINANCE CHARGE computed at 12% ANNUAL PERCENTAGE RATE will be added to any balance remaining 30 days after receipt of invoice) 41390 Kennedy & Graven, Chartered 200 South Sixth Street Suite 470 Minneapolis, MN 55402 City of Corcoran, MN. 8200 County Road 116 Corcoran, MN 55340 -9303 Through February 28, 2013 CR100 -00004 General I declare, under penalty of law, that this account, claim or demand is just and correct and that no part of it has been paid. Signature of Claimant (612) 337-9300 March 31, 2013 Statement No. 113516 288.00 Total Current Billing: 288.00 City of Corcoran, MN. February 28, 2013 CR100 -00004 General Through February 28, For All Legal Services 2013 As Follows: Page: 1 Kennedy & Graven, Chartered 200 South Sixth Street Suite 470 Minneapolis, MN 55402 1/16/2013 MN! Discussion of potential conduit bond with J Utley, D Donahue; follow -up regarding same with same. 1/28/2013 MNI Phone conversation with T Omdal regarding possibility of specially assessing for sewer improvements originally financed with increment. 2/21/2013 MNI Email memo to D Donahue regarding use of increment upon decertification of TIF district. Total Services: Hours Amount 0.80 144.00 0.50 90.00 0.30 54.00 $ 288.00 Total Services and Disbursements: $ 288.00 METRO WEST INSPECTION SERV! PS, INC. 130X 248 LORE, 110, MN 55357 P11 763.479 -1720 EAX '763-479-3090 r NVOICE DATE April 10, 2013 NUMBER CITY OF CORCORAN TERMS: DATE PLEASE DETACH AND RETURN WITH YOUR REMITTANCE CHARGES AND CREDITS 12 158 6415 CR 19 BALANCE FORWARD p 208 23745 Meadow Creek BALANCE 1550 44 1278 13 240182 INVOICE TOTAL: METRO WEST INSPECTION SERVICES, INC. Thank You 2828 57 PAY LAST AMOUNT IN THIS COLUMN MEMORANDUM • • • • L A N D F O R M From Site to Finish • • • • 105 South Fifth Street, Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net DATE April 16, 2013 TO Dan Donahue 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. Armbruster Topography and Wetland Waiver (city file no. 09 -011). An application has been received for a waiver from the topography and wetland requirements and was reviewed by the City Council on November 23, 2009. The City Council expressed concerns about the concept and directed the applicant to revise the concept plan. The applicant submitted a letter extending the review period until January 1, 2014. Staff recommends that no further extensions be provided. 2. Schmid's Hidden Valley 2 "d Addition Topography /Wetland Waiver, Preliminary Plat and Final Plat at 21820 Oakdale Drive (PID 04- 119 -23 -34 -0007, 04- 119 -23 -42 -0002 and 04- 119 -23 -42 -0003) (City File No. 12 -016). The application for topography and wetland delineation waiver was approved at the September 27th Council meeting9. This item has been tentatively scheduled for Planning Commission public hearing on April Lit n, Parks Commission review on April 23rd and Council action on April 25th 3. Site Plan and Variance for Maple Hill Estates Community Center) (City File 12 -022). The landowner and the City received a CDBG grant to construct a new community center on land north of the manufactured home park that is also owned by the park owner. This new building is in the process of being designed. The building is likely to straddle a lot line or at minimum require a setback variance. The survey has been completed and the site plan is currently being prepared. This item has been schedule for Planning Commission review on April 4th and City Council action on April 25th 4. Feasibility Study for Lennar (City File 12 -025). The applicant requested that the City conduct an infrastructure feasibility study regarding property west of CR 101 and north of Hackamore. This is part of the property that was previously proposed as the "Hedgestone" development. The applicant has provided an escrow and the City Engineer has begun work on feasibility study. The study is expected to be presented at the April 25th Council meeting. 5. PUD Sketch Plan and EAW for Lennar (City File 13 -007). The applicant has submitted a PUD sketch plan and requested that the city initiate the completion of the required EAW (environmental review assessment worksheet) at the April 25th Council meeting. The EAW is a process required by the state of Minnesota. Following completion of the EAW, the applicant could request approval of preliminary plat and PUD preliminary development plan and finally a final plat, PUD final development plan and rezoning to PUD. 6. Administrative Permit for Special Home Occupation for Jacob Shoulak at 20475 CR 10 (23 -119- 23 -23 -0007) (City File 12 -026). This application is to allow an in -home recording studio. The application is currently incomplete but when a complete application is received, it will be processed administratively. Landform', SensiblyOreerl® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 7. Heinz Second Addition Preliminary and Final Plat at 20801 CR 117 (03- 119 -23 -14 -0002) (City file 13 -003). A wetland and topographic waiver was approved on January 24th. This item has been tentatively scheduled for Planning Commission public hearing on April 4th, Parks Commission review on April 23rd and Council action on April 25th 8. Kohnen /Kothrade Minor CUP Amendment at 23240 CR 30 (07- 119 -23 -13 -0003) (City File 13 -005). This application has been received to resolve a code violation. Staff is reviewing the application as a minor CUP amendment as discussed at the October 11, 2012 City Council meeting and has tentatively scheduled this item for City Council action on April 25tH 9. Lano Equipment at 23580 Highway 55 Site Plan Amendment for Cold Storage. (31- 119- 23 -34- 0007) (13 -006). Staff is currently reviewing the application for completeness. Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Ess Addition (city files 05 -017, 08 -003 and 12 -024). The City Council granted an after - the -fact extension for this final plat at their November 29, 2012 meeting. The applicant is now working to file the required documents to close out this file. 2. 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. 3. Northern Natural Gas Administrative Permit (city file 09 -009). An administrative permit for a meter station was approved and is under construction. The city will retain the escrow account until the project is completed to ensure that the project is completed according to the plans. The majority of the improvements and conditions of approval have been met. However, the landscaping has not yet been installed. Northern Natural Gas indicates that there are still connections that need to be made on site and landscaping cannot be installed until completed. City staff was notified that the landscaping was installed on site and conducted an inspection June 3, 2011. The landscaping and all other improvements were installed per City requirements. Staff has scheduled a site inspection for May 1st and will begin the project closeout process after the inspection. 4. Satellite Industries Site Plan Amendment, Conditional Use Permit Amendment, Lot Consolidation and Easement Vacation (city file 10 -007). On September 23rd the City Council approved Resolutions 2010 -37, 2010 -38 and 2010 -39 approving the request with a number of conditions. The applicant has addressed those conditions and has submitted a building permit application and has begun site work. Staff inspected the site on October 12th and found that the major site improvements had been made, but there are several items that still have to be addressed. We have discussed these items with the landowner. The city has a financial guarantee in place to ensure completion. 5. Park Place Storage After - the -Fact Extension of Approvals (city file no. 10 -008). On September 23, 2010, the City Council approved a site plan and conditional use permit amendment for Park Place Storage to construct the 18th and final mini - storage building on that site. The approvals expired on September 23, 2011. The applicant contacted the City and requested a one year extension until September 23, 2012. The conditions have been met and a building permit was issued in September. The applicant has completed most of the site work with final items to be completed in the spring. 6. Rocks N Blocks Site Plan Amendment and Conditional Use Permit (city file no. 10 -012). An application was received for a Conditional Use Permit and Site Plan Amendment to continue operation of a business with outside storage at 20010 75th Avenue North. The application was approved by the City Council on June 23rd. This was approved as a way to correct a code enforcement issue. No work has been done on site to correct the code violations. The applicant has not yet complied with the conditions of approval and has asked for a 3 month extension. The approvals expired on September 23, 2012. The applicant is working to complete the site improvements. 7. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (city file 12 -002). Hope Ministries has submitted a request MEMORANDUM 2 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. 10. Site Plan Amendment for setback flexibility for Tech Ung at 6970 Oak Ridge Road (26- 119 -23- 44 -0005) (City File 12 -028). The ordinance allows the City Council to approve a setback of less than the required 100 feet adjacent to major roads when significant landscaping is provided. This item was approved by the City Council on January 24th 11. Agriculture Preserve Initiation and Expiration for Beverly J. Patnode Trust at 22650 County Road 50 (19- 119 -23 -41 -0002) (City File 13 -001). The landowner was briefly out of the Agricultural Preserve program while a parcel was subdivided for Brian and Christina Patnode as MTP West Acres. The landowner is now reenrolling the farmstead in the Agricultural Preserve Program and initiating expiration (in 8 years). This was approved at the March 28th Council meeting. 12. Sprint Cell Tower Administrative Permit /Site Plan Modification at 23400 CR 10 (07- 119- 23 -43- 0006) (13 -004). This is an administrative approval to swap antennas on an existing tower. This application was withdrawn as it was not required. A building permit has been issued. MEMORANDUM 3 STAFF REPORT / Code Compliance Agenda Item: 8 b. Council Meeting: April 28, 2013 Prepared By: Mike Pritchard Topic: CODE COMPLIANCE REPORT — March 2013 Action Required: Information Only Complaints and Concerns Permits and Zoning 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 6 3 0 1 0 1 4 1 0 4 9 0 1 29 Code Enforcement Issues: Complaint 12 -018: Exterior Storage Violations, Business Operating Without a Conditional Home Occupation License at 19xxx County Road 30. April 11, 2013: Council granted property owner's request to lower escrow fee to $500 at April 11, 2013 Council Meeting. Complaint 12 -021: Exterior Storage and Zoning District Violations at 20xxx County Road 10 Deadline for removal: April 30, 2013 Complaint 12 -031: Hazardous Building at 20xxx County Road 10. No Update. CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments REVENUE Other General Government R 100 - 41900 -31020 Delinquent Property Taxes 38,238.90 0.00 0.00 0.00 0.00% R 100 - 41900 -31040 Fiscal Disparities 189,473.17 0.00 0.00 0.00 0.00% R 100 - 41900 -31100 General Property Taxes 2,284,104.86 2,604,456.00 0.00 2,604,456.00 100.00% R 100 - 41900 -31810 Cable Franchise Fee 38,195.52 35,000.00 0.00 35,000.00 100.00% R 100 - 41900 -32110 Liquor License Fee 18,270.00 18,250.00 10.00 18,240.00 99.95% R 100 -41900 -33402 Homestead Credit 10,543.37 0.00 0.00 0.00 0.00% R 100 - 41900 -33420 Ag Preserve Credit 5,825.36 0.00 0.00 0.00 0.00% R 100 - 41900 -33421 PERA State Aid 1,845.00 1,845.00 0.00 1,845.00 100.00% R 100 - 41900 -33422 Other State Grants and Aids 0.00 0.00 0.00 0.00 0.00% R 100 - 41900 -34000 Charges for Services 95.00 0.00 0.00 0.00 0.00% R 100 - 41900 -34103 Zoning /Land Use Appl Fee 7,180.00 6,000.00 1,815.00 4,185.00 69.75% R 100 - 41900 -34105 Copies /Maps 108.39 150.00 1.60 148.40 98.93% R 100 - 41900 -34107 Special Assessment Search 50.00 50.00 25.00 25.00 50.00% R 100 - 41900 -34108 TIF Administration 8,500.00 12,000.00 0.00 12,000.00 100.00% R 100 - 41900 -34405 Clean Up Day Income 708.71 1,000.00 0.00 1,000.00 100.00% R 100 - 41900 -36200 Miscellaneous Revenues 18,634.83 2,500.00 0.00 2,500.00 100.00% R 100 - 41900 -36210 Interest Earnings 1,952.93 3,000.00 0.00 3,000.00 100.00% R 100 - 41900 -36220 Other Rents and Royalties 10,848.00 10,848.00 10,848.00 0.00 0.00% Cropland rental R 100- 41900 -36230 Donations 4,575.00 1,100.00 0.00 1,100.00 0.00% $ 2,639,149.04 $ 2,696,199.00 $ 12,699.60 City Hall Operations R 100 - 41941 -34101 Facility Rental 5,890.00 4,500.00 1,150.00 3,350.00 74.44% R 100 - 41941 -36200 Miscellaneous Revenues 1,228.80 1,000.00 2,000.00 - 1,000.00 0.00% Mailbox posts, Wright Hennepin Elect rebate $ 7,118.80 $ 5,500.00 $ 3,150.00 0.00% Police R 100 - 42100 -33423 Police Aid 45,308.00 47,000.00 0.00 47,000.00 100.00% R 100 - 42100 -33424 Police POST Board Train Reimb 3,320.90 3,500.00 0.00 3,500.00 100.00% R 100 - 42100 -33620 Other County Grants /Aid 11,939.05 10,000.00 3,407.48 6,592.52 65.93% Pass through only R 100 - 42100 -34200 Police Permits 2,417.00 1,500.00 0.00 1,500.00 100.00% R 100 - 42100 -34201 Police Serviced Charges 7,162.50 5,000.00 292.50 4,707.50 94.15% Pass through only R 100 - 42100 -34202 Police Reports /Fees 756.00 1,500.00 208.00 1,292.00 86.13% R 100 - 42100 -34204 Training 120.00 0.00 0.00 0.00 0.00% R 100 - 42100 -35101 Fines 80,337.70 90,000.00 8,330.18 81,669.82 90.74% R 100 - 42100 -36220 Miscellaneous Revenues 3,713.46 0.00 0.00 0.00 0.00% R 100 - 42100 -36230 Donations 0.00 0.00% $ 155,074.61 $ 158,500.00 $ 12,238.16 Building Inspection R 100 - 42400 -32210 Bldg /Plan Review Fees $ 56,020.82 $ 50,000.00 $ 7,409.71 $ 42,590.29 85.18% 1 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments Public Works R 100 -43100 -33418 Muni State Aid St Maintenance 126,236.00 130,000.00 62,525.50 67,474.50 51.90% R 100 - 43100 -34300 Public Works Permits /Fees 3,930.00 3,000.00 375.00 2,625.00 87.50% R 100 - 43100 -34301 Dust Control 73,169.84 55,530.00 0.00 55,530.00 100.00% R 100 - 43100 -36200 Miscellaneous Revenues 16,789.20 0.00 500.00 - 500.00 0.00% $ 220,125.04 $ 188,530.00 $ 63,400.50 Ice & Snow Removal R 100 - 43125 -36200 Miscellaneous Revenues 0.00 0.00 0.00 0.00 0.00% $ - $ - $ - $ Recycling R 100 - 43232 -33610 County Recycling Grant 14,820.00 14,500.00 0.00 14,500.00 100.00% R 100 - 43232 -34400 Recycling 60,531.35 69,000.00 0.00 69,000.00 100.00% $ 75,351.35 $ 83,500.00 $ - Parks R 100 - 45200 -33422 Other State Grants and Aids 36,221.20 35,823.00 23,543.78 12,279.22 34.28% R 100 - 45200 -34101 Facility Rental 1,995.68 1,000.00 517.50 482.50 48.25% R 100 - 45200 -36200 Miscellaneous Revenues 62.91 0.00 3,500.00 - 3,500.00 0.00% R 100 -45200 -36230 Donations 3,914.00 0.00 0.00 0.00% $ 42,193.79 $ 36,823.00 $ 27,561.28 Transfers to /from Other Funds R 100 - 49360 -39200 Transfer from Other Fund Total Revenue $ 3,195,033.45 $ 3,219,052.00 $ 126,459.25 $ 3,092,592.75 2 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments EXPENSE City Charter E 100 - 41000 -210 Operating Supplies (GENERAL) 0.00 0.00 0.00 0.00 0.00% E 100 - 41000 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% $ - $ - $ - $ City Council E 100 - 41100 -100 Wages and Salaries (GENERAL) 6,600.00 6,600.00 0.00 6,600.00 100.00% E 100 - 41100 -122 FICA 409.20 409.00 0.00 409.00 100.00% E 100 - 41100 -126 Medicare 95.70 96.00 0.00 96.00 100.00% E 100 - 41100 -210 Operating Supplies (GENERAL) 0.00 100.00 0.00 100.00 100.00% E 100 - 41100 -364 Worker's Comp Insurance 32.12 55.00 41.00 14.00 25.45% 7,137.02 $ 7,260.00 $ 41.00 Newspaper /Newsletter/W ebsite E 100 - 41130 -351 Newsletter Expenses 4,061.81 4,000.00 750.00 3,250.00 81.25% E 100 - 41130 -354 Web Site 700.00 700.00 0.00 700.00 100.00% $ 4,761.81 $ 4,700.00 $ 750.00 City Administrator E 100 - 41300 -100 Wages and Salaries (GENERAL) 92,518.74 93,987.00 20,219.44 73,767.56 78.49% E 100 -41300 -121 PERA 6,707.62 6,814.00 1,414.05 5,399.95 79.25% E 100 - 41300 -122 FICA 5,147.67 5,827.00 1,199.45 4,627.55 79.42% E 100 - 41300 -126 Medicare 1,312.31 1,363.00 172.07 1,190.93 87.38% E 100 - 41300 -130 Employer Paid FSA 0.00 350.00 0.00 350.00 100.00% E 100 - 41300 -131 Employer Paid Health 9,914.01 13,467.00 3,224.67 10,242.33 76.06% E 100 - 41300 -132 Medical Cafeteria Plan -55.40 0.00 0.00 0.00 0.00% E 100 - 41300 -133 Employer Paid H S A 4,099.99 0.00 - 144.23 144.23 0.00% E 100 - 41300 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% E 100 - 41300 -208 Training and Instruction 1,812.60 2,500.00 865.00 1,635.00 65.40% E 100 - 41300 -210 Operating Supplies (GENERAL) 491.67 700.00 154.29 545.71 77.96% E 100 - 41300 -364 Worker's Comp Insurance - 683.48 840.00 354.00 486.00 57.86% E 100 - 41300 -433 Dues and Memberships 847.76 900.00 45.00 855.00 95.00% $ 122,113.49 $ 126,748.00 $ 27,503.74 Clerk/Admin E 100 - 41400 -100 Wages and Salaries (GENERAL) 135,247.23 117,112.00 25,017.05 92,094.95 78.64% E 100 - 41400 -110 Overtime 1,827.35 2,000.00 482.04 1,517.96 75.90% E 100 - 41400 -121 PERA 9,921.71 8,635.00 1,848.07 6,786.93 78.60% E 100 - 41400 -122 FICA 8,883.26 7,385.00 1,617.91 5,767.09 78.09% E 100 - 41400 -126 Medicare 2,077.60 1,727.00 378.33 1,348.67 78.09% E 100 - 41400 -130 Employer Paid FSA 700.00 700.00 350.00 350.00 50.00% E 100 - 41400 -131 Employer Paid Health 7,636.59 26,934.00 1,796.16 25,137.84 93.33% E 100 - 41400 -132 Medical Cafeteria Plan 12,018.03 0.00 2,350.86 - 2,350.86 0.00% E 100 - 41400 -133 Employer Paid H S A 3,007.84 0.00 827.88 - 827.88 0.00% E 100 - 41400 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% E 100 - 41400 -208 Training and Instruction 829.95 3,500.00 285.00 3,215.00 91.86% 3 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments E 100 - 41400 -210 Operating Supplies (GENERAL) 403.71 500.00 107.35 392.65 78.53% E 100 - 41400 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% E 100 - 41400 -364 Worker's Comp Insurance 1,215.78 1,411.00 1,064.00 347.00 24.59% E 100 - 41400 -433 Dues and Memberships 35.00 150.00 0.00 150.00 0.00% $ 183,804.05 $ 170,054.00 $ 36,124.65 Elections E 100 - 41410 -210 Operating Supplies (GENERAL) $ 6,262.58 $ 5,000.00 $ - $ 5,000.00 Auditor/Treasurer E 100 - 41540 -300 Professional Srvs (GENERAL) $ 22,160.50 $ 21,700.00 $ 16,192.00 $ 5,508.00 Assessor E 100 - 41550 -210 Operating Supplies (GENERAL) 929.29 500.00 107.58 392.42 78.48% E 100-41550-300 Professional Srvs (GENERAL) 49,284.00 49,284.00 12,321.00 36,963.00 75.00% $ 50,213.29 $ 49,784.00 $ 12,428.58 Attorney E 100 - 41600 -300 Professional Srvs (GENERAL) 22,352.59 30,000.00 11,991.27 18,008.73 51.45% $ 22,352.59 $ 30,000.00 $ 11,991.27 Other General Government E 100 - 41900 -210 Operating Supplies (GENERAL) 31.25 0.00 3,254.40 - 3,254.40 0.00% E 100 - 41900 -300 Professional Srvs (GENERAL) 21,040.50 0.00 0.00 0.00 0.00% E 100 - 41900 -360 Insurance (GENERAL) 18,806.00 45,000.00 350.00 44,650.00 99.22% E 100 - 41900 -433 Dues and Memberships 24,454.47 24,000.00 13,207.07 10,792.93 44.97% $ 64,332.22 $ 69,000.00 $ 16,811.47 Planning & Zoning E 100 - 41910 -300 Professional Srvs (GENERAL) 41,785.46 32,000.00 11,065.80 20,934.20 65.42% $ 41,785.46 $ 32,000.00 $ 11,065.80 Code Enforcement E 100 - 41920 -100 Wages and Salaries (GENERAL) 7,543.20 39,419.00 8,203.23 31,215.77 79.19% E 100 - 41920 -110 Overtime 0.00 1,000.00 0.00 1,000.00 100.00% E 100 - 41920 -121 PERA 502.91 2,930.00 536.67 2,393.33 81.68% E 100 - 41920 -122 FICA 445.39 2,506.00 571.31 1,934.69 77.20% E 100 - 41920 -126 Medicare 104.19 586.00 133.63 452.37 77.20% E 100 - 41920 -130 Employer Paid FSA 0.00 350.00 0.00 350.00 100.00% E 100 - 41920 -131 Employer Paid Health 13,467.00 0.00 13,467.00 100.00% E 100 - 41920 -132 Medical Cafeteria Plan 0.00 1,182.90 - 1,182.90 0.00% E 100 - 41920 -208 Training and Instruction 0.00 0.00 0.00 0.00% E 100 - 41920 -210 Operating Supplies (GENERAL) 1,054.14 1,500.00 207.97 1,292.03 86.14% E 100 - 41920 -300 Professional Srvs (GENERAL) 525.68 0.00 0.00 0.00 100.00% E 100 - 41920 -364 Worker's Comp Insurance 0.00 0.00 0.00 0.00 0.00% E 100 - 41920 -417 Uniforms 100.00 100.00 100.00 0.00 0.00% $ 10,275.51 $ 61,858.00 $ 10,935.71 4 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments City Hall Operations E 100 - 41941 -200 Office Supplies (GENERAL) 1,978.10 3,000.00 1,181.37 1,818.63 60.62% E 100 - 41941 -201 Postage /Shipping 1,628.25 2,500.00 639.16 1,860.84 74.43% E 100 - 41941 -207 Computer Supplies 2,423.59 3,000.00 553.28 2,446.72 81.56% E 100 - 41941 -210 Operating Supplies (GENERAL) 12,496.89 9,500.00 4,802.28 4,697.72 49.45% E 100 - 41941 -300 Professional Srvs (GENERAL) 15,385.05 7,000.00 2,328.44 4,671.56 66.74% E 100 - 41941 -321 Telephone 2,182.22 3,000.00 616.61 2,383.39 79.45% E 100 - 41941 -352 General Notices and Pub Info 2,234.88 2,000.00 1,021.02 978.98 48.95% E 100 - 41941 -364 Worker's Comp Insurance 0.00 438.00 0.00 438.00 100.00% E 100 - 41941 -380 Utility & Services (GENERAL) 12,832.53 14,500.00 5,174.26 9,325.74 64.32% E 100 - 41941 -400 Repairs & Maint Cont (GENERAL) 9,816.79 4,000.00 2,423.61 1,576.39 39.41% E 100 - 41941 -430 Misc. Banking Charge 64.00 0.00 0.00 0.00 0.00% E 100 - 41941 -520 Buildings and Structures 0.00 4,000.00 783.59 3,216.41 0.00% $ 61,042.30 $ 52,938.00 $ 19,523.62 $ 33,414.38 IT (Info Technology) E 100 - 41951 -207 Computer Supplies 7,580.31 7,500.00 5,622.20 1,877.80 25.04% E 100 - 41951 -210 Operating Supplies 0.00 4,500.00 765.38 3,734.62 82.99% E 100 - 41951 -300 Professional Srvs 0.00 6,000.00 300.00 5,700.00 95.00% E 100 - 41951 -530 Improvements Other Than Bldg 0.00 7,000.00 732.48 6,267.52 89.54% 7,580.31 $ 25,000.00 $ 7,420.06 $ 17,579.94 Police E 100 - 42100 -100 Wages and Salaries (GENERAL) 507,594.11 515,852.00 109,203.77 406,648.23 78.83% E 100 - 42100 -110 Overtime 1,506.73 9,500.00 0.00 9,500.00 100.00% E 100 - 42100 -111 Overtime Events /Grants 10,756.14 15,000.00 0.00 15,000.00 100.00% See 100 - 42101 -111 E 100 - 42100 -121 PERA 74,894.25 77,570.00 15,387.68 62,182.32 80.16% E 100 - 42100 -126 Medicare 7,615.33 7,811.00 1,656.00 6,155.00 78.80% E 100 - 42100 -130 Employer Paid FSA 608.66 2,450.00 0.00 2,450.00 100.00% E 100 - 42100 -131 Employer Paid Health 34,814.94 42,699.00 8,717.25 33,981.75 79.58% E 100 - 42100 -132 Medical Cafeteria Plan 30,739.96 33,985.00 7,115.88 26,869.12 79.06% E 100 - 42100 -133 Employer Paid H S A 11,486.15 11,297.00 1,861.33 9,435.67 83.52% E 100 - 42100 -200 Office Supplies (GENERAL) 5,236.99 5,000.00 1,174.93 3,825.07 76.50% E 100 - 42100 -201 Postage /Shipping 354.44 500.00 0.00 500.00 100.00% E 100 - 42100 -208 Training and Instruction 11,010.16 10,000.00 4,976.00 5,024.00 50.24% E 100 - 42100 -209 Police Reserves 3,119.83 3,500.00 1,596.86 1,903.14 54.38% E 100 - 42100 -210 Operating Supplies (GENERAL) 4,185.49 3,500.00 1,657.56 1,842.44 52.64% E 100 - 42100 -212 Motor Fuels 39,114.51 34,000.00 7,983.17 26,016.83 76.52% E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 13,397.30 8,000.00 1,904.90 6,095.10 76.19% E 100 - 42100 -223 Building Repair Supplies 3,710.63 3,000.00 357.89 2,642.11 88.07% E 100 - 42100 -300 Professional Srvs (GENERAL) 40.00 500.00 0.00 500.00 100.00% E 100 - 42100 -301 Prisoner 5,370.25 8,000.00 4,144.17 3,855.83 48.20% E 100 - 42100 -304 Legal Fees 25,868.76 30,000.00 6,427.43 23,572.57 78.58% E 100 - 42100 -321 Telephone 7,244.77 7,200.00 1,511.49 5,688.51 79.01% E 100 - 42100 -323 Radio Units 11,420.06 15,300.00 3,839.55 11,460.45 74.90% E 100 - 42100 -364 Worker's Comp Insurance 7,455.55 24,000.00 14,817.00 9,183.00 38.26% E 100 - 42100 -380 Utility & Services (GENERAL) 2,140.77 4,000.00 176.60 3,823.40 95.59% 5 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments E 100 - 42100 -417 Uniforms 7,768.09 8,460.00 5,732.33 2,727.67 32.24% E 100 - 42100 -433 Dues and Memberships 870.00 1,000.00 1,470.00 - 470.00 - 47.00% $ 828,323.87 $ 882,124.00 $ 201,711.79 Part Time Officers E 100 - 42101 -100 Wages and Salaries (GENERAL) 75,071.69 78,100.00 18,621.30 59,478.70 76.16% E 100 - 42101 -111 Overtime Events /Grants 6,353.46 0.00 225.00 - 225.00 0.00% Contractural events /Safe and Sober events. Budgeted 42100 -11' E 100 - 42101 -121 PERA 1,850.54 2,500.00 413.09 2,086.91 83.48% E 100 - 42101 -122 FICA 4,251.67 4,842.00 990.55 3,851.45 79.54% E 100 - 42101 -126 Medicare 1,180.68 1,132.00 273.23 858.77 75.86% E 100 - 42101 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% $ 88,708.04 $ 86,574.00 $ 20,523.17 Police Admin E 100 - 42102 -100 Wages and Salaries (GENERAL) 39,514.84 42,328.00 8,746.00 33,582.00 79.34% E 100 - 42102 -110 Overtime 14.51 500.00 0.00 500.00 100.00% E 100 - 42102 -121 PERA 2,877.90 3,105.00 617.71 2,487.29 80.11% E 100 - 42102 -122 FICA 2,671.35 2,655.00 578.75 2,076.25 78.20% E 100 - 42102 -126 Medicare 624.78 621.00 135.38 485.62 78.20% E 100 - 42102 -130 Employer Paid FSA 350.00 350.00 0.00 350.00 100.00% E 100 - 42102 -131 Employer Paid Health 1,391.55 3,430.00 661.75 2,768.25 80.71% E 100- 42102 -132 Medical Cafeteria Plan 4,158.70 2,730.00 1,116.72 1,613.28 59.09% $ 51,603.63 $ 55,719.00 $ 11,856.31 Fire E 100 - 42200 -300 Professional Srvs (GENERAL) 242,082.72 250,000.00 48,280.55 201,719.45 80.69% $ 242,082.72 $ 250,000.00 $ 48,280.55 0.00% Building Inspection E 100 - 42400 -300 Professional Srvs (GENERAL) 9,421.02 15,000.00 4,327.69 10,672.31 71.15% E 100 - 42400 -437 Surcharges 1,726.95 2,500.00 166.90 2,333.10 93.32% $ 11,147.97 $ 17, 500.00 $ 4,494.59 Public Works E 100 - 43100 -100 Wages and Salaries (GENERAL) 269,477.33 279,203.00 51,558.66 227,644.34 81.53% E 100 - 43100 -110 Overtime 17,020.37 19,380.00 9,471.93 9,908.07 51.13% E 100 - 43100 -121 PERA 20,838.97 21,647.00 4,252.24 17,394.76 80.36% E 100 - 43100 -122 FICA 16,694.60 18,512.00 3,385.74 15,126.26 81.71% E 100 - 43100 -126 Medicare 3,954.17 4,329.00 742.01 3,586.99 82.86% E 100- 43100 -130 Employer Paid FSA 700.00 1,750.00 0.00 1,750.00 100.00% E 100 - 43100 -131 Employer Paid Health 42,763.31 67,335.00 14,024.11 53,310.89 79.17% E 100 - 43100 -132 Medical Cafeteria Plan 8,177.36 0.00 1,608.34 - 1,608.34 0.00% E 100 - 43100 -133 Employer Paid H S A 10,281.32 0.00 447.14 - 447.14 0.00% E 100 - 43100 -140 Unemployment Comp (GENERAL) 0.00 0.00 2,663.40 - 2,663.40 0.00% E 100 - 43100 -208 Training and Instruction 3,739.00 4,000.00 1,820.00 2,180.00 54.50% E 100 - 43100 -210 Operating Supplies (GENERAL) 21,090.53 20,000.00 5,425.50 14,574.50 72.87% E 100 - 43100 -212 Motor Fuels 37,194.51 32,000.00 9,643.22 22,356.78 69.86% E 100 - 43100 -220 Repair /Maint Supply (GENERAL) 22,146.83 20,000.00 3,281.63 16,718.37 83.59% E 100 - 43100 -222 Seal Coating 40,285.50 50,000.00 0.00 50,000.00 100.00% E 100 - 43100 -223 Building Repair Supplies 332.23 4,500.00 1,898.76 2,601.24 57.81% 6 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments E 100 - 43100 -225 Landscape /Ditch Materials 9,178.62 10,000.00 6.00 9,994.00 99.94% E 100 - 43100 -226 Sign Repair Materials 4,149.14 6,000.00 0.00 6,000.00 100.00% E 100 - 43100 -227 Crack Filling 12,564.17 10,000.00 9,426.38 573.62 5.74% E 100 - 43100 -228 Dust Control 94,301.45 100,000.00 0.00 100,000.00 100.00% E 100 - 43100 -229 Culverts 11,132.49 13,000.00 0.00 13,000.00 100.00% E 100 - 43100 -232 Gravel 117,765.32 130,000.00 0.00 130,000.00 100.00% E 100 - 43100 -233 Asphalt Maint/Patching 143,633.95 130,000.00 0.00 130,000.00 100.00% E 100 - 43100 -300 Professional Srvs (GENERAL) 2,100.00 2,100.00 116.00 1,984.00 94.48% E 100 - 43100 -321 Telephone 5,005.41 5,600.00 929.11 4,670.89 83.41% E 100 - 43100 -364 Worker's Comp Insurance 20,996.21 15,076.00 17,399.00 - 2,323.00 - 15.41% E 100 - 43100 -380 Utility & Services (GENERAL) 7,726.11 9,000.00 4,267.03 4,732.97 52.59% E 100 - 43100 -381 Street/Signal Lights 2,142.23 3,500.00 1,511.43 1,988.57 56.82% E 100 - 43100 -417 Uniforms 5,873.64 7,000.00 903.79 6,096.21 87.09% $ 951,264.77 $ 983,932.00 $ 144,781.42 Ice & Snow Removal E 100 - 43125 -210 Operating Supplies (GENERAL) $ 23,935.01 $ 29,000.00 $ 15,104.40 Engineeering E 100 - 43170 -300 Professional Srvs (GENERAL) $ 53,364.97 $ 40,000.00 $ 6,381.00 Employee Benefit Chgs E 100 - 43190 -300 Professional Srvs (GENERAL) 0.00 3,000.00 0.00 Recycling E 100 - 43232 -210 Operating Supplies (GENERAL) 826.95 1,000.00 750.00 250.00 25.00% E 100 - 43232 -300 Professional Srvs (GENERAL) 64,742.64 69,000.00 16,479.15 52,520.85 76.12% $ 65,569.59 $ 70,000.00 $ 17,229.15 Parks E 100 - 45200 -100 Wages and Salaries (GENERAL) 17,205.28 27,345.00 1,789.60 25,555.40 93.46% E 100 - 45200 -110 Overtime 477.00 0.00 0.00 0.00 0.00% E 100 - 45200 -122 FICA 1,097.84 1,695.00 109.42 1,585.58 93.54% E 100 - 45200 -126 Medicare 256.76 397.00 25.59 371.41 93.55% E 100 - 45200 -210 Operating Supplies (GENERAL) 8,561.82 8,000.00 16,885.48 - 8,885.48 - 111.07% E 100 - 45200 -220 Repair /Maint Supply (GENERAL) 751.97 1,100.00 256.78 843.22 76.66% E 100 - 45200 -221 Maintenance Projects 13,592.11 15,000.00 1,196.34 13,803.66 92.02% E 100 - 45200 -321 Telephone 613.84 700.00 162.24 537.76 76.82% E 100 - 45200 -364 Worker's Comp Insurance - 1,815.18 4,493.00 947.00 3,546.00 78.92% E 100 - 45200 -380 Utility & Services (GENERAL) 4,571.52 7,100.00 2,096.30 5,003.70 70.47% E 100 - 45200 -530 Improvements Other Than Bldgs 36,221.20 35,823.00 23,543.78 12,279.22 34.28% $ 81,534.16 $ 101,653.00 $ 47,012.53 7 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND THREE MONTHS ENDED MARCH 31, 2013 8c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Comments Total Revenue $ 3,195,033.45 $ 3,219,052.00 $ 126,459.55 $ (3,092,592.45) Total Expense $ 3,001,355.86 $ 3,175,544.00 $ 688,162.81 $ (2,487,381.19) Total Revenue - Total Expense $ 193,677.59 $ 43,508.00 $ (561,703.26) $ (605,211.26) 8 of 8 CITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM — THURSDAY, APRIL 4, 2013 MINUTES Present: Chair — Dean Jacobs; Commissioners — Darrell Krueger, Meredith Wu, Dorothy Theis Absent - Commissioners - Ricky Ravenhold, Nell Kadlec Others Present for the meeting — Council Liaison Tom Cossette, Administrator Dan Donahue, City Planner Kendra Lindahl, Code Compliance Official Mike Pritchard 1. Call to Order — Dean Jacobs called the meeting to order at 7:00pm 2. Pledge of Allegiance 3. Open Forum - None 4. Approval of : a. Agenda — Motion by Krueger seconded by Wu to approve agenda as presented. Voting Aye: All (Motion carried 4:0) b. *February 7, 2012 Commission Minutes - Motion by Krueger seconded by Wu to approve minutes of February 7, 2013 as presented. Voting Aye: All (Motion carried 4:0) 5. Unfinished Business: By consensus, Commissioners decided to hold the election of Vice -Chair at next regular meeting 6. New Business a. *Public Hearing. Schmids Hidden Valley Second Addition Preliminary Plat (City file 12- 016) i. Staff Report — City Planner Kendra Lindahl presented her staff report ii. Chair opened the Public Hearing iii. Public Comment — Ken Decker, a neighbor inquired about the future plans for the outlots. Tom Picha, 22075 Oakdale Drive, inquired about upgrading the shared private drive access road to a public street. iv. Motion by Krueger seconded by Theis to close the public hearing. Voting Aye: All (Motion carried 4:0) v. Discussion. By consensus, the Commission decided the private drive upgrade was out of their scope and would be discussed by the City Council. vi. Motion by Krueger seconded by Wu to recommend approval of the preliminary plat subject to the findings and conditions in the draft Resolution 2013 -xx. Voting Aye: All (Motion carried 4:0) b. *Public Hearing. Heinz Second Addition Preliminary Plat (City file 13 -003) i. Staff Report - City Planner Kendra Lindahl presented her staff report ii. Chair opened the Public Hearing iii. Public Comment - None iv. Motion by Krueger seconded by Theis to close the public hearing. Voting Aye: All (Motion carried 4:0) v. Discussion. The commission was uncomfortable with timing of outlot purchased and wanted to impose a timeframe regarding the outlot purchase. Commissioners expressed concern that there was no incentive to require the outlot purchase and consolidation and felt that that some trigger was needed otherwise it was too much like granting a variance without the variance process. Asked staff to consult again with the City attorney regarding possible tools to trigger the required consolidation. vi. Motion by Theis seconded by Wu to recommend approval of the preliminary plat based on the findings and conditions in draft Resolution 2013 -xx. Voting Aye: All (Motion carried 4:0) c. *Site Plan and Variance for Community Center at Maple Hill Estates Site Plan and Variance (City File 12 -022) i. Staff Report - City Planner Kendra Lindahl presented her staff report. ii. Public Comment - None iii. Discussion. Commissioners discussed variance approval requirements. iv. Motion by Theis seconded by Wu to approve Site Plan and Variance. Voting Aye: Theis, Wu, Jacobs. Voting No: Krueger (Motion carried 3:1) d. *Request for Approval from Shane Funfar for Relocated Structure at 22730 Wagon Wheel Lane. i. Staff Report — Code Compliance Official Mike Pritchard presented his staff report ii. Public Comment - None iii. Discussion. The Commissioners discussed Appendix A requirements and whether or not they would apply. iv. Motion by Krueger seconded by Wu to approve the request. Voting Aye: All (Motion passed 4:0) 7. Reports: a. *Planning Project Update b. Liaison Report (Cossette) — Discussed Public Works project bid approvals and TIF project selection c. Other Business — Discussion regarding irrigation and water use requirements in new developments. 8. Adjournment — Motion by Krueger seconded by Theis to adjourn. Voting Aye: All (Motion carried 4:0) Meeting Adjourned at 9:10pm Submitted by Mike Pritchard Code Compliance Official tc Agenda Item • • • L A N D F O R M • • • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net From Site to Finish TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 17, 2013, 2013 for the April 25, 2013 City Council Meeting RE: Preliminary Plat and Final Plat for "Schmids Hidden Valley Second Addition" on Oakdale Drive (PID 04- 119 -23 -42 -003, 04- 119 -23 -42 -0002, 04- 119 -23 -43 -0002 and 04- 119 -23 -34 -007) City File No. 12 -016 120 -DAY REVIEW DEADLINE: June 13, 2013 1. Application Request Ron Schmid is requesting preliminary plat and final plat approval for a replat of 2 existing lots and creation of 2 additional lots and outlots. Lot 1 and 2, Block 2 are a replat of the existing homes for Ronald Schmid and Richard Schmid respectively. Lot 1 and 2, Block 1 are two new lots created from Outlot A, Schmids Hidden Valley and Outlot A and B are remaining parcels that are not planned for development at this time. 2. Planning Commission Review The Planning Commission reviewed this item at a public hearing on April 4th. Two residents spoke at the public hearing. An adjacent landowner asked for clarification on whether development was planned on Outlots A and B. Staff noted that no development is planned on those two parcels at this time, but 4 development rights remain on each outlot for future development. Tom Picha lives in Schmids Hidden Valley subdivision on the private drive that is proposed for access for the two new homes and asked whether those two new lots would be required to pay for private drive improvements. Staff noted that the City has received the petition for those 4 existing landowner for improvement of the private drive and acceptance as a public street. Staff noted that this is a policy discussion for the Council. The plat application includes an updated private drive agreement and would be allowable in these circumstances. The planning commission voted unanimously to recommend approval of the preliminary plat. 3. Parks and Trails Commission Review The Parks and Trails Commission will review this item at their meeting on April 23rd. Staff will provide an update at the Council meeting. Landform', SensiblyGrcen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. • 4. Context Background On September 27, 2012 the City Council granted a Topography Exemption and Wetland Delineation Exemption for Schmid Property at 21925 Oakdale Drive, 21820 Oakdale Drive and 21800 Oakdale Drive. Zoning and Land Use The property is zoned Rural Residential and is guided Rural / Ag Residential. Surrounding Properties The surrounding properties are all zoned Rural Residential and guided Rural / Ag Residential. Natural Characteristics of the Site The draft 2030 Comprehensive Plan shows shoreland overlay district on the eastern portion of this property along the Rush Creek Corridor and medium quality wetland areas in the southern portion the property. No new development is proposed in those areas. 5. ANALYSIS: Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report and the detailed comments are included in the attached engineering memo. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the City Code. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards The 75.56 -acre parcel is currently owned by Howard and Leona Schmid. The two parcels proposed as Lot 1 and Lot 2, Block 2 are the existing homes for Ronald Schmid and his brother, Richard Schmid. The applicant is planning to request preliminary plat approval to replat the two existing homes within this parcel to clean up some property line issues, retain Outlot A and B for future development and to subdivide Outlot A, Schmids Hidden Valley into two parcels. Lot Size The following table identifies the minimum lot size requirements in the Rural Residential district. The proposed lots exceed minimum ordinance standards: Schmids Hidden Valley Second Addition (12 -016) 2 April 25, 2013 • • Rural Residential District Minimum Lot Size = 2 acres Minimum Lot Width = 200 feet Lot 1, Block 1 3.84 acres 306 Lot 2, Block 1 3.89 acres 349 Lot 1, Block 2 4.84 acres 200 Lot 2, Block 2 2.00 acres 285 Outlot A 28.48 acres 622 Outlot B 43.24 acres 1436 Section 945.020, Subd. 1 of the Subdivision Ordinance requires that "... all lots shall abut and have direct access to an improved street " I have conferred with the City Attorney who agrees that the Schmids Hidden Valley Plat was approved with a shared private drive to provide access to the existing homes and the proposed homes in Schmids Hidden Valley Second Addition. So while the current ordinance does not allow subdivision with access via a private drive, this is an existing condition that contemplated this access. Therefore, lot frontage for Block 2 is measured from this private drive. The existing buildings on this lot meet all setback requirements. Septic and Well The 2 existing lots have septic systems. The applicant has provided information that the septic system on Lot 1, Block 2 is compliant, but the septic on Lot 2, Block 2 is not. Lot 2 is required to be brought into compliance as part of this plat. The plans show the location of the new septic system. The two new lots in Block 1 will also have septic systems. Staff is concerned about the location of Septic Site A as currently shown on Lot 1, Block 1. This location could block the drainage form the low area in the southeast corner of that lot which flows northwest through this area. The applicant should work with their septic designer and engineer to ensure that drainage is maintained. Septic systems must be approved by Hennepin County. Well and septic locations are shown on the plans and will be reviewed with building permit application. Streets The City Engineer has reviewed the plans for compliance with city policies and ordinances and recommends an 80 -foot wide right -of -way for Oakdale Drive based on the approved City Engineering Design Standards. These standards note that for collector roads, such as this, an 80- foot right -of -way should be provided and has been included as a condition of approval. The two existing homes have a shared driveway off Oakdale Drive. No new access to Oakdale shall be permitted. This driveway shall remain in place, but a shared driveway exists for these two parcels and a driveway easement is shown on the preliminary plat. The applicant shall provide a shared driveway easement agreement and maintenance agreement for review and approval by the City Attorney. This document shall be filed with the final plat. Schmids Hidden Valley Second Addition (12 -016) 3 April 25, 2013 • The proposed new lots in Block 1 will have access from the existing shared driveway. This shared driveway agreement from 2000 shall be updated to include these 2 new lots as originally anticipated. This document shall be prepared by the applicant and submitted for review and approval by the City Attorney to ensure the driveway easement provides access to all affected homes and addresses maintenance. This document shall be filed with the final plat. A concept for the future extension of High Bluff Road though the outlots has been shown as required. This concept plan identifies a general alignment, but final alignment shall be determined in the future when the outlots are platted. Drainage and Utility Easements Section 945.060, Subd. 2 of the Subdivision Ordinance requires 10 -foot drainage and utility easements around the perimeter of the lot (10 -foot adjacent to right -of -way and 5 -foot adjacent to shared lot lines). The plans comply with these requirements. All wetlands must be blanketed by a drainage and utility easement. The plans comply. Wetlands The wetland delineation was approved by Elm Creek Watershed Management Commission on January 4, 2013. All wetlands are blanketed by a drainage and utility easement. Because Lots 1 and 2, Block 2 are existing lots and were exempted from the wetland delineation requirements, they are not showing wetland buffers or setbacks. However, when the outlots are platted in the future, they will be required to comply with these standards. Shoreland Outlot A, Outlot B and Lots 1 and 2, Block 2 are located in the shoreland overlay district for Rush Creek. The shoreland overlay district is shown on the plans. Section 1050.020 of the zoning ordinance notes that the property within 300 feet of the creek is located in the Shoreland Overlay District as required by State Law. The ordinance requires a 25 -foot shoreland buffer and monument signs. The city allows the wetland buffer monument signs to be used to delineate this buffer. Similar to the wetland requirements, because Lots 1 and 2, Block 2 are existing lots, they are not showing shoreland buffers or setbacks. However, when the outlots are platted in the future, they will be required to comply with these standards. Park Dedication The adopted 2030 Parks & Trails Plan shows a Proposed County Bike Trail on Oakdale Drive. The Comprehensive Plan states "County Bike Trail — A proposed 3.6 -mile County Bike Trail would run along Oakdale Drive and be managed by Hennepin County." It appears that the proposed 80 -foot right -of -way on Oakdale would be adequate to accommodate this trail and no additional ROW or easement is required. A search area for a future OSP /Nature park is shown on the property north of the Schmid property. The Parks Commission will review this project and make a recommendation at their April 23rd meeting. Schmids Hidden Valley Second Addition (12 -016) 4 April 25, 2013 • • Staff recommends park dedication shall be required for the two new lots (Lot 1 and 2, Block 1). Park dedication shall be subject to the park dedication fees in place at the time the final plat is released for recording. Final Plat The applicant has also requested approval of a final plat. The final plat is consistent with the preliminary plat and all ordinance requirements. C. Conclusions Staff has reviewed the plan for consistency with the applicable standards outlined in the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Staff noted in the staff report the outstanding issues that must be addressed and we have included conditions in the attached draft resolutions to address these issues. 6. RECOMMENDATION: Move to adopt the following, subject to the findings and conditions in the attached: a. Resolution 2013 -15 approving the preliminary plat b. Resolution 2013 -16 approving the final plat Attachments a. Resolution Approving Preliminary Plat b. Resolution Approving Final Plat c. Location Map d. Engineer's Memo dated March 27, 2013 e. ECWMC approval dated January 4, 2013 f. Existing Driveway Agreement dated January 18, 2000 (for Block 1) g. Preliminary Plat drawings dated February 13, 2013 Schmids Hidden Valley Second Addition (12 -016) 5 April 25, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -15 Motion By: Seconded By: April 25, 2013 APPROVING PRELIMINARY PLAT FOR "SCHMIDS HIDDEN VALLEY SECOND ADDITION" ON PROPERTY LOCATED ON OAKDALE DRIVE (PID 04- 119 -23 -42 -003, 04- 119- 23 -42- 0002, 04- 119 -23 -43 -0002 AND 04- 119 -23 -34 -007) WHEREAS, Ron Schmid has requested approval of a preliminary plat to allow subdivision of 88.4 -acres parcel legally described as: See Attachment A WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved, in accordance with the plans received by the City on February 13, 2013, except as amended by this resolution. 2. There are 4 development rights remaining on Outlot A, 4 development rights remaining on Outlot B and zero building rights remaining on the lots platted as part of Block 1 and 2, Schmids Hidden Valley Second Addition. 3. Prior to release of the plat for filing, the applicant /landowner must: a. Park dedication fees must be paid. Park dedication is due for the two new lots (Lot 1 and Lot 2, Block 1). The City will require cash in lieu of land for this parcel, subject to the park dedication requirements in place at the time the plat is released for filing. Park dedication shall be paid prior to release of the final plat for filing. i. Park Dedication for Lot 1 and Lot 2, Block 2 has been previously satisfied. ii. Park Dedication for Outlot A and Outlot B shall be due at the time of future subdivision. b. The applicant shall prepare an update to the existing driveway easement agreement for Block 1 i. The document shall be submitted for review and approval by the City Attorney. ii. The document shall be recorded with the final plat. c. The applicant shall prepare a driveway easement and maintenance agreement for Block 2. i. The document shall be submitted for review and approval by the City Attorney. ii. The document shall be recorded with the final plat. 4. Prior to issuance of a building permit, the applicant /landowner must: Page 1 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -15 April 25, 2013 a. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The applicant shall comply with all conditions of the March 27, 2103 City Engineer's memo. c. The final septic design and location shall be approved by Hennepin County. Proof of approval must be submitted with an updated survey and building plans. d. Electronic files of the plans shall be submitted to the City in AutoCAD format. 5. Prior to release of remaining escrow, the applicant /landowner must complete the following: a. The septic system on Lot 2, Block 2 must be brought into compliance prior to release of the remaining escrow. b. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. c. Lot 1 and Lot 2, Block 1 shall provide a minimum of one overstory tree per dwelling unit. 6. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 4 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -15 Attachment A — Existing Legal Parcel 1 (PID No. 04 -1 7 9 -23 -42 -0003) April 25, 2013 That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 7 19 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 71, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329. 15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329. 15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 113.24 feet to the point of beginning. (7.5 Acres) Parcel 2 (PID No. 04- 119 -23 -42 -0002) That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, plat 11, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 1 BO.DO feet; thence South 5 degrees 1B minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (1.5 Acres) Parcel 3 (PID No. 04- 119 -23 -43 -0002) The West Half of the Southeast Quarter of Section 4, Township 119, Range 23, Hennepin County, Minnesota. Except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 7 1, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 379. 11 feet to a point of Page 3 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -15 April 25, 2013 tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329. 15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329. 15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 7 7 3.24 feet to the point of beginning. Also except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 7 19 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of B.46 feet to the centerline of County State Aid Highway No. 30, plat 17, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 379.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 7421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 1 BO.OD feet; thence South 5 degrees 1B minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (77.7 Acres) Parcel 4 (PID No. 04- 119 -23 -34 -0007) Outlot A, SCHMIDS HIDDEN VALLEY, Hennepin County, MN (7.7 Acres) Page 4of4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -16 Motion By: Seconded By: April 25, 2013 APPROVING FINAL PLAT FOR "SCHMIDS HIDDEN VALLEY SECOND ADDITION" ON PROPERTY LOCATED ON OAKDALE DRIVE (PID 04- 119 -23 -42 -003, 04- 119 -23 -42 -0002, 04- 119 -23 -43 -0002 AND 04- 119 -23 -34 -007) WHEREAS, Ron Schmid has requested approval of a final plat to allow subdivision of 88.4 - acres parcel legally described as: See Attachment A WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommended approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final plat for Schmids Hidden Valley Second Addition and, 1. A final plat is approved for Schmids Hidden Valley Second Addition, in accordance with the plans received by the City on February 13, 2013, except as amended by this resolution. 2. There are 4 development rights remaining on Outlot A, 4 development rights remaining on Outlot B and zero building rights remaining on the lots platted as part of Block 1 and 2, Schmids Hidden Valley Second Addition. 3. Approval is contingent upon City Council approval of the preliminary plat. FURTHER, that the following conditions be met prior to release of the final plat and associated documents for recording: 1. Prior to release of the plat for filing, the applicant /landowner must: a. Park dedication fees must be paid. Park dedication is due for the two new lots (Lot 1 and Lot 2, Block 1). The City will require cash in lieu of land for this parcel, subject to the park dedication requirements in place at the time the plat is released for filing. Park dedication shall be paid prior to release of the final plat for filing. i. Park Dedication for Lot 1 and Lot 2, Block 2 has been previously satisfied. ii. Park Dedication for Outlot A and Outlot B shall be due at the time of future subdivision. b. The applicant shall prepare an update to the existing driveway easement and agreement for Block 1. i. The document shall be submitted for review and approval by the City Attorney. ii. The document shall be recorded with the final plat. Page 1 of 5 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -16 April 25, 2013 c. The applicant shall prepare a driveway easement and maintenance agreement for Block 2. i. The document shall be submitted for review and approval by the City Attorney. ii. The document shall be recorded with the final plat. 2. Prior to issuance of a building permit, the applicant /landowner must: a. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. The applicant shall comply with all conditions of the March 27, 2103 City Engineer's memo. c. The final septic design and location shall be approved by Hennepin County. Proof of approval must be submitted with an updated survey and building plans. d. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. 3. Prior to release of remaining escrow, the applicant /landowner must complete the following: a. The septic system on Lot 2, Block 2 must be brought into compliance prior to release of the remaining escrow. b. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. c. Lot 1 and Lot 2, Block 1 shall provide a minimum of one overstory tree per dwelling unit. 4. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 5. The applicant shall provide proof of recording the final plat, resolutions and driveway easement agreements at Hennepin County. VOTING AYE Guenthner, Ken n Asleson, Rich Cossette, Tom Lynch, Diane n Thomas, Ron VOTING NAY Guenthner, Ken n Asleson, Rich Cossette, Tom Lynch, Diane n Thomas, Ron Page 2 of 5 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -16 April 25, 2013 Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 5 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -16 Attachment A — Existing Legal Parcel 1 (PID No. 04 -1 7 9 -23 -42 -0003) April 25, 2013 That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 7 19 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 71, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329. 15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329. 15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 113.24 feet to the point of beginning. (7.5 Acres) Parcel 2 (PID No. 04- 119 -23 -42 -0002) That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, plat 11, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 1 BO.DO feet; thence South 5 degrees 1B minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (1.5 Acres) Parcel 3 (PID No. 04- 119 -23 -43 -0002) The West Half of the Southeast Quarter of Section 4, Township 119, Range 23, Hennepin County, Minnesota. Except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 7 1, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 379. 11 feet to a point of Page 4 of 5 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -16 April 25, 2013 tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329. 15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329. 15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 7 7 3.24 feet to the point of beginning. Also except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 7 19 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of B.46 feet to the centerline of County State Aid Highway No. 30, plat 17, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 379.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 7421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 1 BO.OD feet; thence South 5 degrees 1B minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (77.7 Acres) Parcel 4 (PID No. 04- 119 -23 -34 -0007) Outlot A, SCHMIDS HIDDEN VALLEY, Hennepin County, MN (7.7 Acres) Page 5 of 5 Hennepin County GIS - Printable Map 11 Interactve Maps; Page 1 of 1 Property Map Parcel 04- 119 -23 -43 -0002 ID: Owner Name: Howard T & Leona M Schmid Parcel 21825 Oakdale Dr A -T -B: Abstract Market $282,900 Total: Tax $1,728.64 Address: Corcoran, MN 55374 Total: (Payable: 2012) Property Farm Type: Sale Price: Home- Sale Homestead stead: Date: Parcel 75.56 acres Sale Area: 3,291,200 sq ft Code: > Map Scale: 1" = 800 ft. Print Date: 9/18/2012 This map is a compilation of data from various sources and is furnished AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2012 `hark Green'. http: / /gis.co.hennepin.mn.us/ Property /print /default.aspx ?C= 453475.2953222123,4998828.... 9/18/2012 Wenck TO: Kendra Lindahl, City Planner FROM: Vince Vander Top, Kent Torve, P.E. DATE: March 27, 2013 SUBJECT: Schmids Hidden Valley 2nd Addition Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The preliminary plat for Schmids Hidden Valley 2nd Addition includes the formation of two buildable lots south of Oakdale Drive and the redefinition of two lots north of Oakdale Drive. The two new buildable lots are adjacent to the existing private drive which serves the existing five lots of Schmids Hidden Valley 1st Addition. Lots 1 and 2, Block 1 (south of Oakdale) • Both proposed lots will receive access from the existing private drive. Direct access to Oakdale Drive will not be allowed. • The new accesses to the private drive will require driveway culverts. Culverts shall be a minimum diameter of 15 -inch and include flared end sections. • Lot 1 is adjacent to Oakdale Drive. An 80- foot -wide ROW for Oakdale Drive was dedicated in this area with the 1st Addition. No additional ROW is required with this plat in this area. • The low area on Lot 1 drains to the north to the Oakdale Ditch. Septic site A as defined could block the drainage path and the outlet causing the low area to be landlocked. It is recommended that the applicant review the lot drainage patterns to assure the low area does not become landlocked. Standing water would impact the use of the property and could impact the viability of septic site A. Lots 1 and 2, Block 2 (north of Oakdale) • Existing lots are being reconfigured to include additional acreage and complete Oakdale Drive frontage. No comments on the lot configuration. • D &U easement over wetlands are provided as required. • An 80- foot -wide ROW is required for Oakdale Drive. The preliminary plat indicates a 66- foot -wide ROW. Increase to 80 feet. • A future extension of High Bluff Lane is shown through Outlots A and B. Planning for this extension is required. The final alignment will be determined in the future when the Outlots are replatted. From: AIi .Durgunoglu@co.henneoin.mn.us To: Kendra Lindahl Cc: J ames .Kuiawaftco.henneoin.mn.us; judie(ajass.biz Subject: Schmids Hidden Valley Second Addition (ECWMC #2012 -035) Date: Friday, January 25, 2013 4:24:10 PM He Kendra, A wetland boundary determination/delineation application for these parcels had been approved by the Elm Creek WMC on January 4, 2013 (ECWMC #2012 -035). The proposed preliminary plat shows the drainage and utility easement areas around the wetlands that need to be recorded. This project does not propose any new structures or land alteration within the parcels, and therefore a project review by Elm Creek WMC is NOT required. Thank you. Ali Durgunoglu, Ph.D., P.E. Engineer Hennepin County Dept. of Environmental Services 701 Fourth Avenue South, Suite 700 Minneapolis, MN 55415 Ali .Durgunoglu @co.hennepin.mn.us PHONE: (612) 596 -1171 FAX: (612) 348 -8532 www.hennepin.us Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. 7513,91 DRIVEWAY AGREEMENT THIS AGREEMENT is made this day of A' , 2000, by 1- toward Schmid and Leona S chmid, husband and wife (hereinafter "OWNERS ") and is for the purpose of describing and identifying the private driveway that will serve the lots in SCI -1MIDS HIDDEN VALLEY, a subdivision recently approved by the City of Corcoran; WHEREAS, OWNERS collectively own the fee title to the subdivision known. as SCHMIDS HIDDEN VALLEY located in the City of Corcoran, Hennepin County, State of Minnesota; and WHEREAS, OWNERS intend to provide a private driveway over the seventy (70) foot 8/ drainage, utility and access easement (Easement Area) shown on the plat of SCRMIDS HIDDEN VALLEY; and WHEREAS, OWNERS intend to provide for the construction of residential dwelling units, with accessory buildings, upon the property and parcels of land adjacent to the Easement Area (as defined above) and that the dwelling units and accessory buildings will be served by the Easement Area; and WHEREAS, the construction of a dwelling unit upon property within the City of Corcoran without public access constructed up to City standards requires prior City approval of a driveway agreement; and WHEREAS, OWNERS have agreed upon the easement and maintenance agreement hereinafter described; NOW, THEREFORE, OWNERS hereby declare that the above- described subdivision shall be held subject to the following covenants which shall run with the land and be binding upon OWNERS, their heirs, successors and assigns and shall inure to the benefit of the City and each owner herein named: 1. OWNERS, in consideration of one dollar ($1.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby grant the easenent of use and enjoyment for ingress, egress and driveway purposes, subject to the terns and conditions set forth herein, in, over and upon the real property described in the above - referenced "Easement Area," to have and to hold said easement unto the OWNERS, their heirs, successors and assigns, as appurtenant to their said land. Said easement for ingress, egress and access purposes over the Easement Area herein referred to as the "Private Driveway." 2. OWNERS covenant and agree that they shall maintain the Private Driveway and that the Private Driveway is to serve dwelling units, with accessory buildings, on those parcels immediately adjacent to the Easement Area. 3. That unless and until said Private Driveway is upgraded to City standards for grading, base and surfacing, and dedicated to the public and accepted by the City, all maintenance shall be performed and all costs of maintenance, including snow removal, grading, gravel, culvert repair and all other matters shall be borne by the OWNERS, 4. OWNERS agree that the Private Driveway shall only be used to gain access to those parcels immediately adjacent to the Easement Area. 5. OWNERS agree that the Private Driveway constructed shall meet with the approval of the City Engineer with regard to its drainage of surface waters and such engineering approval must be given prior to the issuance of a building permit. 6. Should the City determine to construct a public road within said Easement Area in the future, OWNERS, their heirs, successors and assigns, covenant and agree to dedicate said Easement Area to the City at no cost to the City. -2- 7. OWNERS, their heirs, successors and assigns, agree and covenant that they shall bear equally all of the costs of construction, repair and maintenance of a Private Driveway within the Easement Area, including, but not limited to, all surfacing, patching, and snow removal within the Easement .Area. 8. If any OWNER shall fail to commence to perform any act or acts required of them by this Agreement and to diligently complete such act or acts, including the obligations of maintenance and repair set forth above, and if such failure continues for a period of seven (7) days after receipt of notice from the non - defaulting party, the non - defaulting party shall have the right (but not the obligation) at that party's option to perform such act or acts and the full amount of costs and expenses so incurred shall immediately be owing by the defaulting party to the non - defaulting party, and the non - defaulting party shall be entitled to collect the same in the manner provided by law. 9. Any claim or controversy arising out of or relating to this Agreement or the breach of this Agreement shall be settled by arbitration in accordance with the rules of the American Arbitration Association. The place of arbitration shall be Minneapolis, Minnesota or any other place mutually agreed upon by the parties. Any award of the arbitrator may be entered in any court of appropriate jurisdiction pursuant to Minn. Stat. §572.08 et. seq,, which statutes, relating to arbitration, are incorporated herein by reference. In addition to all methods for enforcement of the award otherwise given by law, each party shall have the right to seek from any court of appropriate jurisdiction equitable remedies including temporary restraining orders and temporary injunctions. -3- { IN WITNESS WHEREOF, the O RS have executed this Agreemet t'to be effective as of the day and year first set forth above. OWNERS: Howard Schmid —744, ---1-(1.47-e Leona Schmid STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN) On this i u day of , 2000, before me, a Notary Public within and for said County, personally appeared Howard Schmid and Leona Schmid, to fine known to be the persons described in and who executed the foregoing instrument, and acknowledged that they executed the same as their free act and deed. NwowWfolittom ROBERT LYNGEN 11 NOTARY p wL c- iiINNESOtl1 My Gammas$ exp4msikr,91 20D0 WAVtitovtoWw , . ° AND PRIOR TAXES PAID TAXPAYER SERVJCIS 'E PER ENTERED JM 27 ��� t���r COUNTY MINN. _ , DI Ptl TY This 7nstruinent Drafted By: Jeffrey A, Carson, Esq, CARSON, CLELLAND & SGHREDER 6300 Shingle Creek Parkway Suite 305 Minneapolis, MN 55430 (612) 561 -2800 APPROVAL BY THE CITY OF CORCORAN: By: Kenneth Guenthner, Its Mayor 1;4 l indy P i iode, Its Clerk RETURN TO: 1 D 3L L Chicago This Insurance Company .2 South Ninth Si., Suite 8 Minneapolis, MN 55402 (-‘ •%.4. Li.11-. .- .. , CO () .1.LE 11)4 on o-`o C \I .....,_.,. ,..,.... -,41 OD el AZ.: rt.?, lH • "o o• - - . o o-/I ALIA f. 0 200 400 600 GRAPHIC SCALE IN FEET 0 DENOTES IRON MONUMENT FOUND PID: 0411923320001 LOUELLA J SCHANY 22140 OAKDALE DR ROGERS MN 55374 <� Cr ND Z J Q QIn �▪ O0 M J O I- W / WZM OUN0 �) YQ� 0NCC N W°z 2 : 00: °0 CD >- O W ° 0NO CL CC NC U ES CS J rn Q=,, � ThU0 0 °NW .. 5; CD ❑ ON j M 0 w ° O CD • I L) Qct M 2 U NI o ° W CD QWN•, IZ \ ' m <� ° N M0Z 2 WQ� 0 - Z U V) W 0 W Lo OC \d iop � JN� ` 1 \ (J \ I J ■ -t J i 70 1 70 1 1 T 7\ T L_ L/ PID: 0411923310002 Stotts Farms Jared R. Stotts 6447 Sunset Trail Loretto, MN 55357 N 79°61' 9 51, 23„ E - - -- --- 488.38 --- LOT 1 3.84 Ac. 1 111 /\ \_../ L./ 1 L_Li I • 484 C\ LOT 2 3.89 Ac. 0 QD 490.07 S 89 °46' 03" (PID: 0411923340002 THOMAS F & • \ TERESA E PICHA 22075 OAKDALE DR ', ROGERS MN 55374 of w• LI/ ZccY 14-1 (, LLj I-ZO� O l °Cr �ThNU C�N co PID: 0411923240001 PATRICK J & TERESE 10600 BECHTOLD RD ROGERS MN 55374 L� PID: 0411923340006 M WEBER a) 10 0 PID: 0411923130003 LORAL! LINDER & WYCK LINDER 21893 COUNTRY HILLS DR ROGERS MN 55374 J lz N 89 °49' 38" PID: 0411923130005 MICHAEL & LINDA WOLFSON 21881 COUNTRY HILLS DR ROGERS MN 55374 PID: 0411923130004 TERRY GEARIN & S A GEARIN 21887 COUNTRY HILLS DR ROGERS MN 55374 W --- 1329.06 - -- WIRE FENCE - ---`y NORTH LINE OF THE WEST No -- -HALF OF THE SOUTHEAST 0 QUARTER OF SECTION 4 N o) EDGE OF CULTIVATED FIELD POSSIBLE FUTURE BROAD ALIGNMENT P10: 0411923430002 HOWARD T & LEONA M SCHMID 21925 OAKDALE DR ROGERS MN 55374 I I I I I I I I 622 OUTLOT A 28.44 Ac. 2 75 LOT 1 4.88 Ac. N) . PID: 0411923420003 • RONALD A & MARY JO SCHMID I 121820 OAKDALE DRI I ROGERS MN 55374 I L J > 13 A I r- vL \I V L- 1 (OUTLOT A) 1 PID: 0411923340007 I HOWARD T & LEONA M 121925 OAKDALE DR ! ROGERS MN 55374 SCHMID I 2p0 W PID: 0411923340004 v� GREGORY K & GAIL J MASTERSON 22055 OAKDALE DR ROGERS MN 55374 PID: 0411923340005 t SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP - - -\ 119, RANGE 23, HENNEPIN COUNTY MONUMENT PID: 0911923210006 CURT & DEBBIE RICE 10050 JEFFERY LA ROGERS MN 55374 0 10 7436 x PID: 0411923430002 HOWARD T & LEONA M SCHMID 21925 OAKDALE DR ROGERS MN 55374 I 1 I I I\ 1 CENTERLINE OF CREEK----- - (LOCATION DIGITIZED FROM AERIAL PHOTO \ & HENNEPIN COUNTY TAX PARCEL MAP - CREEK LOCATION MUST BE FIELD LOCATED WHEN OUTLOTS A & B ARE DEVELOPED) - \ \ \\ \ OUTLOT B \ \ \ \ \ 43.24 Ac. POSSIBLE FUTURE \ • ROAD ALIGNMENT ---\ - \\ ///' \\ \ \ \/ \ II I �� \\ II \ / / 78 x I- 0 V) Q =0 Lu _ 200 o =1L WI-O ZLL� JOB V) J W 0 ( 0 0 0_ w J -J w QCr °Z -z mow CC Nt CD PPID: 041192342000 G OAKDALE SCHMID I I BOX 122B !ROGERS MN 55374_1 O rl. •,. M co =' NK 0 440- 02 cok,. EDGE' OF CULTIVATED FIELD PID: 0911923120009 JIM & CYNTHIA L HAYES 9995 HIGH BLUFF LA HAMEL MN 55340 /\n1- ) nC) A n I I \ I \ / -\ I v Y 0 / --- 1340.37 - -- S 89 °32'31" E I SOUTH LINE OF THE WEST HALF OF THE SOUTHEAST - QUARTER OF SECTION 4 • c . \v\ K, . • 0���973 �MBER1Y K pR PO' GO MN 553/ 4 5 /\OGER -WIRE FENCE CO Ox PID: 0911923120012 ROSALYN R MILBRANDT 10010 HIGH BLUFF LA HAMEL MN 55340 0411923440011 0 w 0 w 0 J LLJ N-) Q °u7 0- W .610� �YZ Q Q O WHO N U 77 PID: 0411923440010 LEE XIONG & GE VANG 10215 TRAIL HAVEN RD ROGERS MN 55374 PROPERTY DESCRIPTION: Ronald A. & Mary Jo Schmid property (PID No. 04-119-23-42-0003 That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 11, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329.15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329.15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 113.24 feet to the point of beginning. (1.5 Acres) Richard G. & Darlene E. Schmid property (PID No. 04-119-23-42-0002 That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, plat 11, as. recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 180.00 feet; thence South 5 degrees 18 minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (1.5 Acres) Howard T. & Leona M. Schmid property (PID No. 04-119-23-43-0002) The West Half of the Southeast Quarter of Section 4, Township 119, Range 23. Except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, described as commencing at the southeast corner of said Section 4; thence North 89 degrees 58 minutes 42 seconds West, assumed bearing along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, Plat No. 11, as recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 606.52 feet; thence North 5 degrees 37 minutes 30 seconds East a distance of 541.97 feet to the actual point of beginning of the tract to be described; thence North 89 degrees 24 minutes 25 seconds East a distance of 86.76 feet; thence North 6 degrees 24 minutes 25 seconds East, a distance of 329.15 feet; thence South 89 degrees 24 minutes 25 seconds West, a distance of 200.00 feet; thence South 6 degrees 24 minutes 25 seconds West a distance of 329.15 feet; thence North 89 degrees 24 minutes 25 seconds East a distance of 113.24 feet to the point of beginning. Also except That part of the Northwest Quarter of the Southeast Quarter of Section 4, Township 119 North, Range 23 West, Hennepin County, Minnesota described as commencing at the southeast corner of said Section 4, thence westerly along the south line of said Section 4 a distance of 8.46 feet to the centerline of County State Aid Highway No. 30, plat 11, as. recorded in Book 72 of Deeds, Document No. 3933657; thence northwesterly along said centerline a distance of 319.11 feet to a point of tangency; thence North 47 degrees 57 minutes 39 seconds West, assumed bearing, along said centerline a distance of 1421.66 feet to a point of curvature; thence continuing northwesterly along said centerline a distance of 330.00 feet. to the actual point of beginning; thence continuing northwesterly along said centerline a distance of 275.00 feet; thence North 20 degrees 36 minutes 30 seconds East a distance of 328 feet; thence South 66 degrees 43 minutes 30 seconds East a distance of 180.00 feet; thence South 5 degrees 18 minutes 00 seconds West a distance of 355.56 feet to the point of beginning. Except the southerly 33 feet thereof. (77.7 Acres) Howard T. & Leona M. Schmid property (PID No. 04-119-23-34-0007) Outlot A, SCHMIDS HIDDEN VALLEY, Hennepin County, MN (7.7 Acres) GROSS AREA INCLUDED IN PLAT: 88.4 Acres DEVELOPMENT DATA EXISTING ZONING - RURAL RESIDENTIAL PROPOSED ZONING - RURAL RESIDENTIAL MINIMUM LOT AREA - 2 ACRES MINIMUM LOT WIDTH - 200 FEET MINIMUM LOT DEPTH - 300 FEET MINIMUM PRINCIPAL STRUCTURE SETBACKS: FRONT (MAJOR ROADWAY) - 100 FEET FRONT - 50 FEET SIDE - 25 FEET REAR - 25 FEET AREA OF PROPOSED LOTS LOT 1, BLOCK 1 - 3.84 Ac. LOT 2, BLOCK 1 - 3.89 Ac. LOT 1, BLOCK 2 - 4.84 Ac. LOT 2, BLOCK 2 - 2.00 Ac. OUTLOT A - 28.48 Ac. OUTLOT B - 43.24 Ac. WETLAND CONSULTANT: ARROWHEAD ENVIRONMENTAL CONSULTING 2909 MEADOW LANE MOUND, MN 55364 Ph. (612) 237 -5996 SEPTIC DESIGNER: RUSTY OLSON'S SOIL AND PERCOLATION TESTING 11481 RI VERVIEW ROAD NE HANOVER, MN 55341 PH. (763) 498 -8779 VICINITY MAP (NO SCALE) SITE Rosa 1 u Hai kknit.}{I FI4 •T®rr, REVISIONS DATE ITEM BY 02/06/13 REVISED PER CITY STAFF COMMENTS TCM SURVEYOR: 1) ) 7 ,..\ ) t i, .• Z , Z'L/ ID 708 1ST AVENUE NE #1 Buffalo, MN 55313 Ph. 763.682.1781 www.meyerrohlin.com I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that 1 am a Licensed Land Surveyor under the laws of the State of Minnesota. Date Trace C. McCoy License No. 44531 DEVELOPER / OWNER: RONALD SCHMID 21820 OAKDALE DRIVE CORCORAN, MN 55374 DATE 01/14/13 DRAWN BY AAN RECORD PLANS DATE: BOOK PAGE: DESIGNED BY TCM CHECKED BY TCM HORIZONTAL SCALE 1 inch = 200 feet VERTICAL SCALE 1 inch = N/A feet *If sheet is other than 24x36, use barscale. PRELIM /NARY PLA T FOR SCHMIDS HIDDEN VALLEY SECOND ADDITION Corcoran, Minnesota FILE NO. 12193 TITLE SHEET / CERTIFICATE OF SURVEY SHEET 1 OF SHEE IS ■ 0 50 100 150 GRAPHIC SCALE IN FEET / / / / oo 0 EXISTING CONDITIONS 0p,KD -- N 7g °61'23" E- - — - __4.88.38- 15" CMP INV.= 942.11 i -TV �E 5R1 VE - _ .Power pole OHE OHE_ /- hon -Riser - OHE j - elep OHE Rise T — / �/ _power Box Overhead / ctn 1� _J _ / -� / / -INVr942.60 / / / / I I / 1 / / / I/ / / �/ / \// � / / \ / / / / / OH —_— — — �OHE \ �c (TYP-) / / - _� - �J _ 9S7\ _ / `- ��EXISTING DRAINAGE AND UTILITY- - -_ EASEMENTS PER THE PLAT OF ` SCHMIDS HIDDEN VALLEY i 1,0 -948- -- (947— — `949` \ �g46/ ■ I / / / / / / / / / / / \ /7 \ \ \ \\�\ / / // / \ \ '" ; \ 1 \ \ \ \ \ \ —J / / 1 \ J \ \ \ \ \ \ \'� / / / \ /) \\ / \ -- \ \ 960 l i \ I \ \ \ \ \ \ \ / \ \\ \ \ I \ \ \ \ \ I ' I\ \ \ \ \ —962---- — 1 / \ 1 / / / � X963— — \ \ \ \ \ \ \ \ —fl��/ �� —'964_ \ \ \\ \ \ \ \ \ \ s�\ \ \\ \ \Dr\ Ls 1 / 6,5` \ \ \ \\ \ \ \ \ \ \ / / -966-„... 966 ` \ ■\ \ \ \ \ \\\: \ \\:\\\\\ \ \ \ \u„\\ 70 \ / / / — -967. \ ,T EXISTING DRAINAGE AND UTILITY \ \ \ 1 / \ I \ EASEMENTS PER THE PLAT OF C\ \ La ____ \— / \ \ \ \ SCHMIDS HIDDEN VALLEY \ \ �� \ \ / i —968- \ \ \ \ \ \ \ \ \ .Telephone Rise` J ° \ \ \ \ ) TV Riser- I' ---490.07--- 90.07 - -- \ \ \ \ -' --970 \ \ \ ""--- �S 89°46' 03 W� > \ � \ EXISTING DRIVEWAY \ H / r / / / / -969- 10 7 1 / / 1 1 I I I 1 1 cv co o , o cn 7 / / / / 7 J- 951 - -- / / / / /!V.-95/2.67 f 7 / ;TV Riser r ,I Buried Gas Sign Street Light 15" CMP INV.-953.28 REVISIONS ITEM REVISED PER CITY STAFF COMMENTS Ph. ID SE yeas 708 1ST AVENUE NE #1 Buffalo, MN 55313 763.682.1781 www.meyerrohlin.com I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that 1 am a Licensed Land Surveyor under the laws of the State of Minnesota. Date Trace C. McCoy License No. 44531 0 'M:.- mow,. S E R 50 100 150 GRAPHIC SCALE IN FEET PROPOSED CONDITIONS ( 0 15" CMP INV.= 942.11 0 70 - -TV Risehh Riser OHE 0HE _power Bo oPKD LE I VE - - -Power POD (Typ .) _,_' r-- OHE -T1 79051' 23» E o°E --- 488.38-- tric Box Overhead gi) ✓ I'-- INVr�942.60 )\ 1 / / / \/ 1 /I / / / l / ,- 2PROPOSED BUILDING -- /947 I/ SETBACK L INES\ (Typ.) I \ 1 LOT 1 3.84 Ac. / / / \ -948- OHE S7� / EXISTING DRAINAGE AND UTILITY- - -_ \_ /' ` EASEMENTS PER THE PLAT OF / SCHMIDS HIDDEN VALLEY oHE LP 10 oo / / / 7 \\ \I /I i 1 // / / / /T / / / / 7 \ \\ \ \ ) ‘ / / 7 \ 1 ` f-T F7-',co°/,_(/,(/fr(/,(/r<o ( ( c\\\\\\,-- \ \\ — \I 1 , \ 1 9 --)) " 44 " c) \ \ \ \ \ \ \ / / / W / \ ) \ \ \ -----50 --- / / — — --:::0_ j / \ \ 7 7 7 7 / \ ( / / \\ \_ ______ ---/ 7 7 -:-------- — _____ ___ ---, Lp \ / / / rn g60 70 969- 970 TV Riser- / I iser- EXISTING DRIVEWAY 3.89 Ac. \ 1\ \ \ —962- — PROPOSED BUILDING 4_\ SETBACK LINE (Typ.) -c- EXIS\TING DRAINAGE AND UTILIT \ EASEMENTS PER THE PLAT OF SCHMIDS HIDDEN VALLEY 1 \ r 2 co 10 . -Telephone Riser o 7 'Buried Gas Sign --Street Light 15" CMP DEVELOPER / OWNER: RONALD SCHMID 21820 OAKDALE DRIVE CORCORAN, MN 55374 DATE 01/14/1 3 DRAWN BY AAN DESIGNED BY TCM CHECKED BY TCM RECORD PLANS DATE: BOOK PAGE: HORIZONTAL SCALE 1 inch = 50 feet VERTICAL SCALE 1 inch = N/A feet *If sheet is other than 24x36, use barscale. PRELIMINARY PLAT FOR SCHMIDS HIDDEN VALLEY SECOND ADDITION Corcoran, Minnesota BLOCK 1 EXISTING CONDITIONS / PROPOSED CONDITIONS FILE NO. 12193 SHEET 2 OF 3 SHEETS 1 \. \ 89'50'32" W \ \ -`\\ - 200.00 e \. •S 275 \. \ ______ CENTERLINE OF CREEK (LOCATION \. , " -- DIGITIZED FROM AERIAL PHOTO & Cn 1 HENNEPIN COUNTY TAX PARCEL MAP) ■ 80 \4 �' ' i t� , � I � �` � , I � PROPOSED DRAINAGE AND • ; \I \ • \ \ EXISTING PARCEL �' \ PID #0411923420003 1.5 ACRES \ 3 N In ^� - SEPTIC cV \ io o TANK o oi o "� O 42 ,N ;o ;\-----\ .. cn 0 , o EXISTING °' HOUSE 2 ���� 7: \ N 12 8 -' 36 / 24 °CONC.4 F a 4 '9\ / 1 ( __ } "" UTILITY EASEMENTS (Typ.) -- PROPOSED PRIMARY BUILDING -__i \ O ' I rr �\ SETBACK LINES (Typ.) car \ 1 1\ if L � I \ 1 I 1 1 I I Itr'r \ I I I " I I I 1 1 (-SEPTIC \ ; TANK 1 / 30 1 42 O \ i 1 N I 1 1 EXISTING °' 6 HOUSE 2 II /�� I N I 12 $ ® /e4:0 36 i 24 gQqOF 21 \� �� °CONC.4 4 II ' PROPOSED DRAINAGE AND -_ _ _ - -,___ \ I UTILITY EASEMENTS (Typ.) \ ° I % / 1 N I i �\!y�` � 20 �\ 9 \. N �� �Q -,6> � I • . �\ / • r— 113.24 / ° 0'32" E POND \ TOP OF WATER \ I ELEV. =937.1 / (9/14/12) / \ — — _, . . 1 IF I ' , I I 1 1 ' I I 1 1 1 , I I 1 ii I ' I 1 I ' ' W I I ^I o� I I co lc') 1 I Z, ' I Q 1 1 I 1 ' I I 1 I _ ' I I 1 I I i 8:.76 , ' N 89" 0'3 1 ' ' '1/ 1 L \`,1 �0— 4c I Lo , L.-) I W w ,eh I °o cn W W �, o N '� ? " E CENTERLINE OF CREEK (LOCATION DIGITIZED FROM AERIAL PHOTO & ____ -___ HENNEPIN COUNTY TAX PARCEL MAP) -- s 66, O oo `�" F \` / EXISTING PARCEL 1' PID #0411923420002 1.5 ACRES :� �w S // os N� -X 69 __EXISTING qR TANK X • CoN F yO�SF • / ) :z / Q �. : : �N • ,�\ Li-) - 1 I - . - / � POND \ TOP OF WATER \ ELEV. =937.1 / I u� (9/14/12) / J \ ._ — — _, .. I 10 co Q / 37 1 I • 30 g LOT 1 4.88 Ac. O I I O^ 25 -_ L• 10I I -___ PROPOSED EASEMENTS E Typ. I I __ I �� 1 I 1 -7 CENTERLINE OF CREEK (LOCATION DIGITIZED FROM AERIAL PHOTO & - - -___y HENNEPIN COUNTY TAX PARCEL MAP) �� / / \ 8 // \\' �'O S \ 2 4 t/ /7) F� p \ F'�SFRq /Nq o 2s �FNTSCF AND �\ / / ' W / Q / I o o // LOT 2 I i 1,,62 ' ��� :Q Q :� �w - PROPOSED DRAINAGE AND UTILITY EASEMENTS (Typ.) _ - -- :� , )� h l_ %� �tio LJ SER 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND — • • — " — WETLAND DELINEATED BY ARROWHEAD ENVIRONMENTAL CONSULTANTS I ( _PROPOSED PRIMARY BUILDING 2.00 AC. I ''- SETBACK LINES (Typ.) / S / tiFOS / 1 N,X 6g EXISTING S /qQ \- TANK \ l •CON . F A/0 / • • / FRS wSF6 ` __ vEL DRIVEWAY 44 ,�/ �1� 4SE 4 y -�_ GRP ,; . ,v/ 4-4 �� r" co X200 \ ` - PROPOSED TANKS' r \ f s RO'Oo PROPOSED LIFT - \ ` FTBgcSFO p STATION''- -• I fr �p� q j �\ FSrRYe0 \ \ \�J /`DING �_ %l �� � L o 7 - & E \ . \ ,�o \\ 1 \ \ \ PROPOSED CONDITIONS \ \ �J�� I I I I / 1 I 2S ( 1 / I - --- 4�s I /�o 2 & •� � l ��' Mry �� v`� �� ~ ��4� 2 moo moo I �E� DRIVEWAY 41 I GRP I 1 3 1 1 ' co O tri v- I ' o .' cn ; ; E / ,-,5. \ \ \ EXISTING CONDITIONS \ -��� BITUMINOUS SURFACE GRAVEL SURFACE 1 SHORELAND OVERLAY ZONING DISTRICT REV /SIGNS DATE ITEM BY '' u -. DEVELOPER /OWNER. RONALD SCHMID 21820 OAKDALE DRIVE CORCORAN, MN 55374 DATE 01/14/13 RECORD PLANS DATE PRELIMINARY PLAT FOR SCHM /DS HIDDEN VALLEY SECOND ADDITION Corcoran, Mlnnesot8 FILE Na 12 1 93 SUR VE YOR..,5 � � � � , I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. L.A 1 708 1ST AVENUE NE #1 Date BOOK PAGE :° 02/06/13 REVISED PER CITY STAFF COMMENTS TCM DRAWN BY ,qq/y SHEET OF 3 SHEETS DESIGNED BY TCM HORIZONTAL SCALE 1 inch = 50 feet VERTICAL SCALE 1 inch = N/A feet CHECKED BY TCM BLOCK 2 EXISTING CONDITIONS / PROPOSED CONDITIONS Ph. 763.682.1781 ww5meyerrohlin.com Trace C. McCoy License No. 44531 *If sheet is other than 24x36, use barscale. March 29, 2013 To: City of Corcoran — Planning Commission Public Hearing April 4, 2013 Re: "Schmids Hidden Valley 2nd Addition" The below listed property owners from Schmids Hidden Valley, would like their comments taken into consideration before the planning commission grants approval for a preliminary plat for "Schmids Hidden Valley 2nd Addition ". The road that is used to get to our properties was put in to service our homes and now that the owner /developer is going to expand and sell off Tots, noted as "Schmids Hidden Valley 2nd Addition ", it is our belief that this road should be updated, placed in the correct location and maintenance done by the city of Corcoran as any other public road. We are requesting that the city explore the options that we could consider, the costs involved and who will be responsible for these — land owners, developer, city, home owners. This should be done before adding more lots which will access this road. It is our understanding that when a piece of land is developed into residential lots that the developer covers the cost of the road. Once the road is completed, it is handed over to the city and the city takes over. We have asked many times, of various city officials how this road situation was ever allowed to be put in place and the answer has been "I don't know what to tell you ". Si:natu'-s Date Address /legal description _3/z, 3 D// ' �� c4V j �:� ‹= £ 1 / ? e?`?S' Cklik aC2 ( jo - will 553-241 �22o aS oak date Dr, Daniel Donahue From: Vince T. Vander Top <vvandertop @wenck.com> Sent: Tuesday, April 16, 2013 3:20 PM To: Daniel Donahue Cc: Kendra Lindahl Forwardingl; Kent C. Torve Subject: FW: Oakdale Private Drive Dan, You are correct. Council will need to authorize a feasibility report as a first step in a Chapter 429 assessment improvement project. See my email to Kendra below. Also read the following text. This quick estimate may help council and residents determine if they want to move forward with a city improvement project. Cost of feasibility report = $1,800. The report will include an estimate to improve existing private drive to a public street. A preliminary assessment roll assuming all cost are split equally on a per lot basis. A public improvement will likely include the following items: Planning: Description and recording of a ROW plat for the street public ROW. City will want public ROW recorded and not just described by easement. New ROW will need to include a cul -de -sac at end of street. The radius of the cul -de -sac will be 50 feet. The radius of the cul -de -sac ROW will be 66 feet. - We may or may not be able to include these ROW /plat requirements in the developer's platting process. We may not be able to move the improvement process fast enough to include the plat changes prior to recording the new lots. A separate platting process may be required. Planning /Platting cost = $4,000 Engineering and construction: - I could not find the original construction plans. ( Note: I have not checked city hall files for Schmids Hidden Valley). I did check and the current paved width is approximately 20 feet wide. A paved width of 24 feet would be required for a City street. A gravel thickness of 12- inches and passing a roll test would be required prior to paving. The current thickness is not known but assumed to be good under the existing pavement. Assume the street would be improved up to the "tee" in the road. A new cul -de -sac would be required to replace the "tee ". All driveways off of the tee would remain private. Some shared driveways would still exist for short distances. - At least 3 1/2 inches of bituminous would be required. - Guess at Feasibility Report results: o Grading — including widening street and ditches /remove landscape boulders, etc. - $15,000 LS o Reclaim existing bituminous — 700 x 20 LF = 1,550 Sys x $4 /SY = $6,200 o Gravel — 700 LF x 6 ft additional width x 12inches + cul -de -sac = 370 CYS x $30 /CY = $11,100 o Shouldering —1800 LF x 1 ft wide x 4 inches = 25 CYS x $85 /CY = $2,200 o Bituminous — 900 LF x 24 ft wide x 3.5 inches = 500 TN x $75 /TN = $37,500 o Restoration — Respread topsoil and seed - $6,000 1 o Contingency — 25% (12% engineering for bid documents and very limited field services; 10% materials; 3% assessment process)= $19,500 Total construction and contingency = $97,500 - Total project ( const. conting. and feasibility /platting) = $103,300 - Spread over 4 improved lots and the 2 new lots for a total of 6 lots. (I did not include 1 vacant lot which has never been improved. One homeowner bought two lots initially) - Total cost per lot = $17,220 The homeowners could continue with their own private driveway situation. The two new lots would be added to maintenance requirements. Please keep in mind that all of these costs and estimates have been put together quickly without measurement or field review. They are meant to give the council members and homeowners a very high level estimate of potential costs and assessments. These costs can be used to gauge the level of interest in the project and the desire to move forward with the costs associated with an assessment process. Please let us know if you have questions, Vince 1 D 763.479.5124 1 C 763.568.3157 1 From: Vince T. Vander Top [mailto:wandertop @wenck.com] Sent: Thursday, April 04, 2013 3:55 PM To: Kendra Lindahl; Kent C. Torve Subject: RE: Oakdale Private Drive Council needs to review this request and direct the production of a feasibility report. The feasibility report is a necessary step in the Mn State Statute Chapter 429 assessment process. Although the costs of a feasibility report would be minor, the costs of a feasibility report would need to be carried by the City until an improvement project moves forward. If a project does not move forward, the costs of the feasibility analysis would be borne by the city. The City will not likely pick up any of the costs to improving this road. All costs will need to be paid for by the benefitting properties. "How did this (situation) happen ?" The City of Corcoran has allowed landowners /developers to create lots served by private drives in the past. These private drives must be constructed to certain private drive standards. This was the case in this situation. Schmids Hidden Valley may be the last one (or one certainly one of the last ones) created in Corcoran. Creating private drives was an accepted standard at the time. If the road had been constructed to city standards, the costs would have been higher. Certainly these additional costs would have been paid by the developer at the time and then passed onto the homeowner via lot purchase prices. I would anticipate that costs to improve the road to city standards at this time would be passed on to all benefitting lots and not just the two new lots. In theory, the first lots paid a lesser lot price given the gravel private drive condition. An improvement now would be a benefit to all lots. An improvement to a city standard would also require some kind of cul -de -sac configuration at the end of the drive to facilitate the turn around of public vehicles. The residents served by the private drive could pave the driveway on their own and still retain the private drive status. The City would not perform any maintenance or participate in any of the improvement cost. The cost of this approach would likely be less than a public improvement option. 2 If this info raises additional questions, let us know and we will try to help. Vince D 763.479.5124 1 C 763.568.3157 1 From: Kendra Lindahl [mailto:klindahl @Iandform.net] Sent: Thursday, April 04, 2013 3:23 PM To: Kent C. Torve; Vince T. Vander Top Subject: FW: Oakdale Private Drive This item is on the Planning Commission for a public hearing tonight. What should I say about this? What are we doing with this request? Kendra Lindahl, AICP LANDFORM, Principal Direct: 612- 638 -0225 From: Michael Pritchard [mailto:mpritchard @ci.corcoran.mn.us] Sent: Tuesday, April 02, 2013 8:25 AM To: Kendra Lindahl Cc: ktorve @wenck.com Subject: RE: Oakdale Private Drive Attached is the driveway petition for Schmids Hidden Valley 2nd Addition that came in yesterday. Thank you, Mike Pritchard Code Compliance Official Zoning, Code Enforcement, Permits City of Corcoran 8200 Co Rd 116 Corcoran, MN 55340 Direct Line 763 - 400 -7033 mpritchard@ci.corcoran.mn.us From: Kendra Lindahl [mailto:klindahl @landform.net] Sent: Monday, April 01, 2013 4:45 PM To: Michael Pritchard Cc: Daniel Donahue; Kenton Torve (ktorve @wenck.com) Subject: Oakdale Private Drive Mike, I understand that Tom Picha dropped off a petition to upgrade the private drive in Schmids Hidden Valley to a public street. Tom lives at 22075 Oakdale and this private drive would also provide access to the new lots in Schmids Hidden Valley Second Addition, which will be reviewed on Thursday. Please date stamp the request and send a copy to Kent and 1. thanks. 3 Kendra Lindahl, AICP LANDFORM, Principal Direct: 612- 638 -0225 • L A N D F O R M • Frarn Site to Finish • • 105 South Fifth Avenue Tel: 612 - 252.9070 Smite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landdnrm -ner NOTICE: All drawings, specifications, instruments of service, and other documents, data, or information of any kind, including all electronic files and data ( "Documents ") attached to or "linked" from this E -mail are protected by copyright pursuant to U.S. and international copyright laws. Your use of the Documents is controlled and restricted by the terms of use. By downloading the attached files or by accessing the links contained in this E -mail message, you are agreeing to the terms of use. COPYRIGHT © 1994-2012 LANDFORM. ALL RIGHTS RESERVED. NOTICE: indicated professional registrations are for the state in which the office is located; to obtain information about other state licenses, please contact Human Resources at 612- 252 -9070. Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 4 Agenda Item: • • • L A N D F O R M From Site to Finish • • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 17, 2013 for the April 25, 2013 City Council Meeting RE: Preliminary Plat and Final Plat for "Heinz Second Addition" for Brent Heinz at 20801 County Road 117 (PID 03- 119 -23 -14 -0002) City File No. 13 -003 60 -DAY REVIEW DEADLINE: NA (application is incomplete pending watershed review) 1. Application Request Brent and Melissa Heinz are requesting approval of a preliminary plat and final plat to allow the creation of 1 new lot for the existing farmstead, 1 new lot for a new home and an outlot for future addition to the new home lot. 2. Planning Commission Review The Planning Commission reviewed this item at a public hearing on April 4th. Other than the applicant, there was no one present to speak at this public hearing. The applicant noted that their engineer is working with ECWMC to address the outstanding wetland and floodplain issues. The Planning Commission voiced a number of concerns about the failure of Lot 1 to meet the lot width requirements and a concern that the phased development (where Outlot A must be purchased by Lot 1 in the future to meet lot width requirements), felt like a way to avoid a variance. They expressed a desire to establish some sort of deadline for the two parcels to be combined to create a single conforming lot. Chair Jacobs expressed a concern about enforceability and a desire to have a condition that incents the landowner to combine the two lots. The Commission asked staff to confer with the attorney about the possibility of including a condition that would automatically combine the two parcels at some future date. The City Attorney indicated that is not an option. The Planning Commission voted unanimously to recommend approval of the preliminary plat. 3. Parks and Trails Commission Review The Parks and Trails Commission will review this item at their April 23rd meeting. Staff will provide a verbal update at the meeting. Landform', SensiblyGrcen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. • • 4. Context Background • On January 27, 2012, the City Council approved a topography and wetland delineation waiver for the portion of the property that would remain with the existing farmstead. Section 930.020, Subd. 6(B)2 of the City Code allows the City Council to waive the topography requirements for lots greater than 3 acres and the City Council has granted waivers from the wetland delineation. In July 2012, David Heinz received a certificate of compliance for an agricultural building with metal siding and in excess of the allowed size. In 2006, a topography and wetland waiver, preliminary plat and final plat was approved for Brandon Heinz to subdivide a 2.5 acre lot in the northwest corner of the farm. In 2001, a Lot Division was approved to allow a 2 -acre site to be subdivided in the northeast corner of the farm. Zoning and Land Use The property is zoned Rural Residential and is guided Rural / Ag Residential. Surrounding Properties The surrounding properties are all zoned Rural Residential and guided Rural / Ag Residential. The property to the north (across County Road 117) is located in the City of Rogers. Natural Characteristics of the Site The southwest corner of the farm (where the proposed new lot would be located) is located within the Shoreland Overlay District from the creek that runs through this portion of the farm. The southwest corner of the property is located in the floodplain. The 2030 Comprehensive Plan shows wetland areas in the center of the property and a medium quality wetland in the southwest corner of the site. 5. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report and the detailed comments are included in the attached engineering memos. Heinz Second Addition Plat (13 -003) 2 April 25, 2013 A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the City Code. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. Lot Size Lot 1 = 2.5 acres Lot 2 = 68.21 acres Outlot A = 3.43 acres Staff notes that the lots exceed the 2 acre minimum lot size for the Rural Residential zoning district. However, Lot 1 does not meet the 200 -foot minimum lot width requirement. As part of the concept plan review on January 27th, the City Council advised the applicant that a variance would be required if these minimum lot width requirements were not met along Cain Road. The applicant indicated at the meeting that it is his intention to buy the remaining property between the proposed home site and Cain Road, but he could not afford to do so at this time. The City Attorney suggested that if the city received a commitment to buy that land at a future date, the Council could approve the plat as a phased -type development. The applicant has submitted a letter stating that Brent and Melissa Heinz intent to purchase Outlot A in the future and combine it with Lot 1 to meet the minimum frontage requirements. We have included a condition in the approvals to address this issue. The existing farm on Lot 2 has two legal, non - conforming structures. There is no change to that status with this plat. There are 5 building rights remaining on Lot 2, Block 1, Heinz Second Addition. Septic and Well The plat has well and septic locations shown on Lot 1, Block 1. The locations meet shoreland and wetland setback requirements. Hennepin County must approve the septic plans and a copy of these approvals must be submitted to the city prior to issuance of a building permit. Streets No additional right -of -way is required for County Road 117 or Cain Road. The private driveway appears to meet the City private driveway standards. City standards require 8- inches of class 5 for the minimum 15 -foot wide drive. Heinz Second Addition Plat (13 -003) 3 April 25, 2013 • Drainage and Utility Easements Section 945.060, Subd. 2 of the Subdivision Ordinance requires 10 -foot drainage and utility easements around the perimeter of the lot (10 -foot adjacent to right -of -way and 5 -foot adjacent to shared lot lines). The plans comply with these requirements. All wetlands must be blanketed by a drainage and utility easement. The plans comply. Wetlands The wetland delineation was approved by Elm Creek Watershed Management Commission in 2006. While there are some outstanding issues related to Lot 2, there are no concerns about Lot 1 wetlands. All wetlands are blanketed by a drainage and utility easement. The Corcoran Natural Resources Communities Quality Ranking Map shows this as a medium quality wetland. Section 1050.010 of the zoning ordinance requires an average wetland buffer of 25 feet (20 -foot min /40 -foot max.) and a structure setback of 15 feet from the buffer. A permanent wetland buffer monument shall be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. Details must be provided to show compliance with wetland buffer planting requirements of Section 1050.010, Subd. 8 of the zoning ordinance. This planting plan must be submitted for review and approval by the City. The plans show a 50 foot buffer rather than the 25 feet required. This larger wetland buffer is encouraged but is not required. However, the plans must be revised to show the wetland monument locations. The buffer could be reduced to the minimum requirement at that time. Staff has included a condition that the wetland buffer monuments be shown on the plans and the wetland buffer monuments be installed. Section 1050.010, Subd. 4 requires a 75 -foot setback from the wetland for septic and soil absorbsion systems. These standards have been met. Shoreland A portion of Lot 1, Block 1 is located in the shoreland overlay district for Rush Creek. The shoreland overlay district is shown on the plans. Section 1050.020 requires a 25 -foot shoreland buffer and monument signs. Because the shoreland buffer is located within the wetland buffer area, no buffer planting or signs shall be required for the shoreland area. The require wetland vegetative plantings and buffers shall address these requirements. The Shoreland Overlay District also limits land within this overlay district to a maximum impervious surface coverage of 25 %. No impervious surface is shown in this area. Heinz Second Addition Plat (13 -003) 4 April 25, 2013 Floodplain The southwest portion of this property is located within the floodplain. These plans were submitted by the City to ECWMC for review as required. ECWMC and City staff both provided written notice to the applicant that an application must be submitted to ECWMC for review of the wetland delineation (to ensure that the 2006 delineation would be accepted) and to confirm the floodplain boundary. The ECWMC indicates that they have not yet received an application. ECWMC has noted that the floodplain boundary must be determined and shown on the plans. The plat application has been deemed incomplete until this issue is addressed. Staff believes that based on the information available today, the proposed home will be located outside of the floodplain boundary and that the proposed 932 walkout elevation will provide sufficient freeboard protection. However, the plans must be revised to accurately identify the floodplain boundary on the plans. Therefore, staff recommends the plans be revised to locate the floodplain elevation at the 916.5 elevation. Park Dedication The adopted 2030 Parks & Trails Plan shows an on -road trail on Cain Road and an off -road trail adjacent to Rush Creek. The existing Cain Road right -of -way would be adequate to accommodate this trail and no additional ROW or easement is required. The trail adjacent to the creek appears to run on the south side of the creek and it appears that no easement would be required. The Parks Commission will review this project and make a recommendation at their April 23rd meeting. Staff recommends park dedication shall be required for the new lots (Lot 1, Block 1). Park dedication shall be subject to the park dedication fees in place at the time the final plat is released for recording. Final Plat The applicant has also requested approval of a final plat. The final plat is consistent with the preliminary plat and ordinance requirements. C. Conclusions Staff has reviewed the plan for consistency with the applicable standards outlined in the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Staff noted in the staff report the outstanding that must be addressed and we have included conditions in the attached draft resolutions to address these issues. 6. RECOMMENDATION: Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2013 -17 approving preliminary plat b. Resolution 2013 -18 approving final plat Heinz Second Addition Plat (13 -003) 5 April 25, 2013 Attachments a. Resolution Approving Preliminary Plat b. Resolution Approving Final Plat c. Location Map d. Engineer's Memo dated March 27, 2013 e. ECWMC comments dated March 8, 2013 f. Hennepin County comments dated March 7, 2013 g. DRAFT Driveway Easement agreement h. DRAFT agreement to purchase Outlot A i. Preliminary Plat drawings dated March 11, 2013 Heinz Second Addition Plat (13 -003) 6 April 25, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -17 Motion By: Seconded By: April 25, 2013 APPROVING PRELIMINARY PLAT FOR "HEINZ SECOND ADDITION" ON PROPERTY LOCATED AT 20801 COUNTY ROAD 117 (PID 03- 119 -23 -14 -0002) WHEREAS, Brent and Melissa Heinz have requested approval of a preliminary plat to allow subdivision of a 74.14 -acre parcel legally described as: Lot 2, Block 1, Heinz Addition, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved, in accordance with the application materials and plans received by the City on February 21, 2103, revisions received March 11, 2013 and additional material received March 25, 2013, except as amended by this resolution. 2. There are 5 development rights remaining on Lot 2, Block 1 and zero building rights remaining on the lots platted Outlot A and Lot 1, Heinz Second Addition. 3. The lot frontage requirement for Lot 1, Block 1 is waived based on the following: a. Outlot A must be consolidated with Lot 1, Block 1 in the future to meet the required lot frontage requirements. b. Outlot A shall not be sold or developed. c. The agreement for the owner of Lot 1 to purchase Outlot A must be reviewed by the City Attorney and approved. d. The agreement must be filed with the final plat. 4. Prior to release of the plat for filing, the applicant/landowner must: a. The applicant must revise the plans to show the floodplain elevation on the plans as identified in the City Engineer's memo and the March 8, 2013 memo from Elm Creek Watershed Management Commission. b. Revise the plans to provide the required wetland buffer monument sign locations on the plans. Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -17 April 25, 2013 c. Provide details to ensure compliance with the wetland buffer vegetation requirements in Section 1050.010, Subd. 8. d. Revise the preliminary plat drawing to show the private driveway and driveway easement location. e. Park dedication fees must be paid. Park dedication is due for the one new lot (Lot 1, Block 1). The City will require cash in lieu of land for this parcel, subject to the park dedication requirements in place at the time the plat is released for filing. Park dedication shall be paid prior to release of the final plat for filing. i. Park Dedication for Outlot A and Lot 2, Block 1 shall be due at the time of future subdivision. f. The driveway easement agreement: i. Shall be reviewed and approved by the City Attorney. ii. Shall be recorded with the final plat. 5. Prior to issuance of a building permit, the applicant /landowner must: a. Record the approving resolution and all related documents at Hennepin County and provide proof of recording to the City. b. The applicant shall comply with all conditions of the March 27, 2103 City Engineer's memo. c. The final septic design and location shall be approved by Hennepin County. Proof of approval must be submitted with an updated survey and building plans. d. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. 6. Prior to release of remaining escrow, the applicant /landowner must complete the following: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. b. Lot 1, Block 1 shall provide a minimum of one overstory tree per dwelling unit. 7. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota VOTING AYE n Guenthner, Ken Asleson, Rich Cossette, Tom n Lynch, Diane Thomas, Ron RESOLUTION NO. 2013 -17 VOTING NAY n Guenthner, Ken Asleson, Rich Cossette, Tom n Lynch, Diane Thomas, Ron April 25, 2013 Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -18 Motion By: Seconded By: April 25, 2013 APPROVING FINAL PLAT FOR "HEINZ SECOND ADDITION" ON PROPERTY LOCATED AT 20801 COUNTY ROAD 117 (PID 03- 119 -23 -14 -0002) WHEREAS, Brent and Melissa Heinz have requested approval of a final plat to allow subdivision of a 74.14 -acre parcel legally described as: Lot 2, Block 1, Heinz Addition, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final plat for Heinz Second Addition and, 1. A final plat is approved for Heinz Second Addition, in accordance with the application materials and plans received by the City on February 21, 2103, revisions received March 11, 2013 and additional material received March 25, 2013, except as amended by this resolution. 2. There are 5 development rights remaining on Lot 2, Block 1 and zero building rights remaining on the lots platted Outlot A and Lot 1, Heinz Second Addition. 3. Approval is contingent upon City Council approval of the preliminary plat. FURTHER, that the following conditions be met prior to release of the final plat and associated documents for recording: 1. All conditions of preliminary plat approval must be met. 2. Park dedication fees must be paid. Park dedication is due for the one new lot (Lot 1, Block 1). The City will require cash in lieu of land for this parcel, subject to the park dedication requirements in place at the time the plat is released for filing. Park dedication shall be paid prior to release of the final plat for filing. a. Park Dedication for Outlot A and Lot 2, Block 1 shall be due at the time of future subdivision. FURTHER, prior to issuance of a building permit, the applicant /landowner must: 1. Record the approving resolutions, final plat mylar and all related documents at Hennepin County and provide proof of recording to the City. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -18 April 25, 2013 2. The final septic design and location shall be approved by Hennepin County. Proof of approval must be submitted with an updated survey and building plans. 3. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. FURTHER, Prior to release of remaining escrow, the applicant /landowner must complete the following: 1. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. 2. Lot 1, Block 1 shall provide a minimum of one overstory tree per dwelling unit. 3. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 4. The applicant shall provide proof of recording the final plat, resolutions and agreements at Hennepin County. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ['Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map HInteractive Maps. Page 1 of 1 Property Map Parcel 03- 119 -23 -14 -0002 ID: fr. fr A -T -B: Abstract Owner Market D B Heinz & B A Heinz $677,000 Name: Total: Parcel 20801 Co Rd No 117 Address: Corcoran, MN 55374 Property Farm Type: Tax $6,226.48 Total: (Payable: 2012) Sale Price: Home- Sale Homestead stead: Date: Parcel 74.16 acres Area: 3,230,524 sq ft Sale Code: alp Map Scale: 1" = 800 ft. Print Date: 3/28/2013 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 `hulk Green'. http: / /gis. co.hennepin.mn.us /Property /print / default. aspx ?C =45 5 5 08.13 725000014,4999663 ... 3/28/2013 Wenck TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: March 27, 2013 SUBJECT: Heinz Second Addition Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The preliminary plat for Heinz Second Addition was reviewed for engineering items with the following comments: Driveway • City standard requires 8- inches of Class V for private driveway (15 -feet width). Drainage • Road grading should ensure the north/south drainage pattern is maintained and therefore construction of driveway may require culvert(s). • City should be notified prior to grading for review of the topography. Floodplain • Plate 69P of the 2004 FEMA Flood Insurance Study shows Cain Road 100 -year elevation at 916. Therefore the proposed walkout at 932+/ - provides freeboard protection. From: AIi.Durgunoglu @co.hennepin.mn.us To: Kendra Lindahl; James.Kujawa @co.hennepin.mn.us; franks @apsinnovations.com Cc: ktorve@wenck.com; ddonahue @ci.corcoran.mn.us; judie @jass.biz Subject: Fw: Preliminary/Final Plat PID 0311923140002 Heinz Second Addition Date: Friday, March 08, 2013 1:01:17 PM Attachments: AnolicationForm 2010.0df Elm Creek Fees, August 2011.pdf Hi Kendra and Frank Jim and I have done a preliminary review of this site and have the following comments on behalf of the Elm Creek Watershed. Lot 1, Block 1 is within the floodplain and floodway of the North Fork of Rush Creek. An application from the ECWMC for review and approval of this site plan is required per ECWMC flood plain requirements. Assuming no impacts will occur in the floodplain or wetland and grading is limited to less than 1 0 acres of disturbance, the only ECWMC review necessary will be for the floodplain issues. Attached is an application and fee schedule for your information. Assuming no impacts will occur in the floodplain or wetland, fees for this site will be $150. LIDAR elevations (attached), 1985 Corcoran 2 foot topographic elevations (attached) and the flood plain elevations (attached) don't match the contour elevations shown on the preliminary plat of Lot 1, Block 1 . Based on the site plan/plat elevations the creek channel itself is above the 100 year elevation of North Fork Rush Creek on this property. We are assuming that there is an error in the survey elevations shown on the submitted site plan/plat. The FEMA flood overlay seems to have about 50 -ft eastward shift. Final easement boundary will be based on actual elevation on this property, not the FEMA overlay boundary as shown. Drainage and utility easements will be necessary over the floodplain on this parcel. The wetland delineation was review and approved in 2006 by ECWMC. These boundaries are acceptable for this plat. Easements were placed over the approved wetland boundaries. No wetland impacts are proposed Please let me know if you have any questions. (See attached file: ApplicationForm 2010.pdf)(See attached file: LIDAR.jpg)(See attached file: 1985 corcoran topo.jpg)(See attached file: floodzones.jpg)(See attached file: Elm Creek Fees, August 2011.pdf) Ali Durgunoglu, P.E., Ph.D. Hennepin County Department of Environmental Services 701 Fourth Ave. South, Suite 700 Minneapolis, MN 55415 -1600 Ali .Durgunolgu @co.hennepin.mn.us Phone 612 -596 -1170 Fax 612 - 348- 8532Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. Heinz Second Addition Lot 1 Block 1 Approximate Property Boundary Lot 1, Block 1 Heinz Second Addition 100 -year floodplain elevation = 916.5 AE Floodway Elevation approximately = 916.0 March'2013 JCK. This map has been created for inforrnational purposes only and is not considered a legally recorded map or document_ Hennepin County makes no warranty, representation, or guarantee as to the content, accuracy, timeliness, or cornpleteness of any of the 'inforn tion. provided herein. March 7, 2013 Hennepin County Public Works Transportation Department Public Works Facility 1600 Prairie Drive Medina, MN 55340 -5421 Ms. Kendra Lindahl City Planner City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Preliminary Plat Review — Heinz Second Addition Southwest Quadrant of County Road 117 and Cain Road Hennepin County Plat Review No, 3269 Dear Ms. Lindahl: Phone 612- 596 -0300 Web: www.co.hennepin.nrn . us Minnesota Statutes 505.02, 505.03, and 462.358, Plats and Surveys, allow up to 30 days for county review of preliminary plats abutting county roads. The preliminary and final plat for the Heinz Second Addition was received by Hennepin County on February 25, 2013. Based on our review, the following comments are provided: Right -of -Way — Consistent with the plat review completed for the Heinz Addition in June 2006, we are satisfied with the current right -of -way dedicated on County Road 117, with the exception of the portion fronting the farmstead. No further action is being requesting at this time for additional right -of -way, However, if future conditions change with this property, the county would like to discuss additional right -of -way along this property, specifically in front of the existing farmstead. Access — Based on our discussion with you, it is our understanding that access to the site will be provided via an easement to Cain Road. Therefore, we do not have any further comments regarding access to this site. Permits — Please inform the developer that all proposed construction within county right -of -way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping, Permit questions can be directed to Steve Groen at (612) 596- 0337 or sieve .2roen(a7,co.hennepin.mn.as. Please contact Bob Byers (612) 596 -0354 or robert ..blvers(a,ca.hennepin.mn.us if you need anything further. Sincerely, James N. Grube, P.E. Director of Transportation and County Engineer JNG /cjs cc: Plat Review Committee Mark Larson, Hennepin County Survey Office Air f,rti/al ()l)pca,tmH ty Errpf,)yet DRIVEWAY EASEMENT THIS DRIVEWAY EASEMENT ( "Easement ") is made as of the day of March, 2013 by and between David B. Heinz and Betty Ann Heinz, husband and wife, ( "Grantors ") and Brent L. Heinz and Melissa K. Heinz ( "Heinz "): WHEREAS, Grantors are the owners of real property currently described as Lot Two (2), Block One (1), Heinz Addition, Hennepin County, Minnesota; and WHEREAS, Grantors are selling to Heinz real property to be platted as; Lot One (1), Block One (1), Heinz Second Addition, Hennepin County, Minnesota, which lies to the South of the Grantors' property; and, WHEREAS, Grantors have agreed to convey a driveway easement over the Grantors' property to Heinz; NOW, THEREFORE, for good and valuable consideration, the receipt of which is hereby acknowledged, Grantors agree as follows: 1. Grantors hereby grant and convey for the benefit of the Heinz property, a non- exclusive, perpetual easement for the passage and accommodation of pedestrians and vehicles (but not for parking purposes). upon, over and across that portion of the Grantors' property identified as the driveway easement attached hereto on Exhibit A. The easement herein established shall be appurtenant to and for the benefit of the Heinz property, and shall be binding upon, enforceable against and burden the Grantors' property. 2. Maintenance. Heinz shall maintain the driveway at their sole cost and expense, 3. Dispute Resolution. Any and all disputes which arise relative to this Agreement, including without limitation to maintenance and/or the driveway area, shall be decided as follows: a. Mediation. Any claim or dispute arising out of this Agreement shall first be subject to mediation as a condition precedent to arbitration by either party. The parties shall endeavor to resolve claims, disputes, and other matters in question which arise, unless the parties mutually agree otherwise, in accordance with the mediation rules of the American Arbitration Association then in effect. Requests for mediation shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. The request may be made concurrently with the filing of a demand for arbitration but, in such event, mediation shall proceed in advance of arbitration or legal or equitable proceedings which shall be stayed pending mediation for a period of sixty (60) days from the date of filing. The parties shall have ten (10) days to select a mutually agreeable qualified mediator. Mediation shall be held in Minneapolis, Minnesota, unless another location is mutually agreed upon. b. Arbitration. Any claim, dispute or other matter in question arising out of or related to this Agreement which does not resolve through mediation shall be subject to binding arbitration. The demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. A demand for arbitration shall be made within one hundred and twenty (120) days after the claim, dispute or other matter in question has arisen. Any arbitration shall be conducted with the rules of the American Arbitration Association then in effect, 4. Successors and Assigns. This Agreement shall be binding upon the successors and assigns of Grantors and Heinz. 5. Miscellaneous. This Agreement shall be governed by, and construed in accordance with the laws of the State of Minnesota. Captions are inserted in this Agreement only for the convenience of reference and do not define, limit or describe the scope or intent of any provision in this Agreement. This Agreement shall bind and apply to the parties hereto, their respective successors and assigns. David B. Heinz Betty Ann Heinz STATE OF MINNESOTA ) )SS COUNTY OF ) This instrument was acknowledged before me on , 2013 by David B. Heinz and Betty Ann Heinz, husband and wife. THIS INSTRUMENT WAS DRAFTED BY: Steven H. Berndt, #7730 Zappia & LeVahn, Inc, 941 Hillwind Road N.E. #301 Minneapolis, MN 55432 763 - 571- 7721/FAX 763 - 571 -7734 2 Notary public March 9, 2013 City Council The City of Corcoran 8200 County Road 116 Corcoran, MN 55340 It is the intention of Brent and Melissa Heinz to purchase outlot A in the future, combining it with lot 1. Thus, meeting lot frontage requirements as outlined in the Corcoran City code. /7 Date Owner of property, David Heinz /3 Brent and Melissa Heinz 4' Date z 0 0 w CO 0 0 Property Address: 20801 County Road 117, Corcoran, MN 01 01 0) 7-1N00 (SOD <� m Q � m -z 90 o CO 0 Z �< 0 W O CD O r u CD 1 rn z N m mE C) � O D z?<J 0 _a r > 11 0 z \survey \heinz second addition - hennepin \2- 1 \hs -2- 1 6M19•L00I 8nul?917901 Q t CD -a o_ (D cn CD `G N. N 5- Om O C) Q N 0 (D X 0) 0) 0 3 0) m O 0 C2 7 O CD m m D 3 0) .O O N V 01 W 0 W co m All lots to be served by private sewer septic system and well water. ZZE = eaav toq letol All commonly owned contiguous land is included in the plat. o 5- R c. 3 3 (0 CD ▪ • O R- 0 Q a -O O cn O � 0. lD O II (n N 11 0) m -n m 3 3 0) C O 0 • c- 2,) —' Q CD -0) C fl O O O '+l_D CD r-t CD oz le!tuep!seH leanH Jol wegtas Duping paa!n uoiteo!1!sselo Existing Zoning Classification - Rural Residential 0 CD 3 CD O 01 N y CD CD 0) (0 0. N 0) CO O 3 N 0) CD 0 Q O (1) 0 0- 0 0. 0) m 0 0 0 0) (n (D 0 (D O m Fir CDo' 0 0 CD n to 0 o z - • E. HO o ;; 0 • z 0 • m 0 a /0 O /0 0 0 0 0 O z U) 0 D • Denotes Iron Monument Found EASEMENTS ARE SHOWN THUS: 0 Denotes Iron Monument 5et .11l�lln GNd aeVNIV ICI pawnsse s! s6upeaq ;o slseq TI CD Z O L001.8 'Au! Z9-t'901• 'oN 0) �Wrn0= 0)m -c 0 ▪ (Al cnO6N Dcn 0 W C)) R < 0 n o ° = O N W S. c 3 0 Oza -a c a cr) 0 Cn Z = /, 0 N) 9 Co 0 0 0 a 0). ( c (0 Q CD graihi a) 'E l OZ Vueniga j 4o /cep qt l l• s!qt paten = CD (0 0 (n' 0) 7 C1 0) 0) 3 0) a r 0' (D (D a 0) a C/) c (D 0 c a (0 (D 0) (0 rn 0) (0 0 0 (0 0) 0) (D 0 0 0) 0 O (0 O (0 0) (0 0. 0 3 (D 0 0. (D 3 0. CDR. 0 The only easements shown are from plats of record or information provided by client. Existing Legal Description: Lot 2, Block 1, Heinz Addition, Hennepin County, Minnesota. - 09'17E9 „L0,917.1-0 N N 89 °27'34" E 200.16 N 89 °27'34" E 197.19 1 51 1 1 1 / / I I / F/r1 / // \\S/Yo / / \ RF4gN1 I \ \ poNpq I Ry 1- - - --- ` - - -\ —� / Trail Easement COUNTY ROAD No. 1/7 N 89 °27'34" E 300.24 r-- 0 SILO O SILOS\ 00 S 89°_59'44" W 1291.67 1 / O IO9TH A VENUE S 89 °27'34" W 394.18 0 Trail Easement 351��\N ti 5 ��g 09 �\ S ,90 > \ //SO- 73 z 0 cu 0 N 5Z'EI.E M ..8C.1717.1.0 S 7 S 89 °27'34" W 199.97 _N N rn L \ 1 I Edge of Delineated 1 tland ■ 1 N ( co W 1 O \ CO 1 \ \ 01 01 1 \ \ \\ 1I �x l \ \\ \ \• \ \ 0. \ 1545.26 \ \ 1 \ \. \ \ 1 \\. \ • „_ 1 746.41 OUTLOT A 746.44 N 0 0 0 1 \ - - - - _S 89 °59'44" W 1291.70 ___ -- 932 -- Adjoining Owner: flavel Family LTD 3916 St. Mathias Rd Fort Riply, MN 56449 L E9'ZZEZ M ..8C.1717. 1.0 S 50 • 30 L I'll I es 1• r- A rl ,l 1 1 1 In/ / I L_ I I L/ lI . . \ -- 1 1 1 1 1 s. '\ N011ICOV ZNI1N - o 0 0.0 .cam z C- D o 9° K 0 CO 0 O D z c CD CD - Q h G • C. Cr \G `< CD Clmi0 C.0 - • 0) W CD -0 N Q N C-' - 0 rn 2 °o0 0 0 o ^ D z O �+ 0 ZQ 0 D a Z 0 D Z 0 0 1 0 z a -0 CD -0 o CD `< -0 (7; N s" O • o N 0 CD X CD 0 -n O O 5. (0 CD m m 3 a) 7 0 N (] 01 W 0 m All lots to be served by private sewer septic system and well water. -1 D O 0 r r m of coo au Or 0 N O .. D 1 1 -0 D N o oa W N • CO 0 CT! Q_ N ▪ cW71O� r to co N (n W O N -9 -P CpCn "�� 0 ( cn 0 All commonly owned contiguous land is included in the plat. o -- c c 2 c (D CD • -' O R -0 Q_ O Q- (D O 11 cp N 11 N 4004 5E :pieA aeaj Cn a CD v a (r CD CD a W c a oz leltuapsa laanzj Jo; s)oegtas • olteol4lsselo m D x. o S 5 (D (0 = c N 0 CT (D co CD 0 cri v N (n 0 1 0 (p = O Iv N (D (ri a FL) 0 0. 0 Q. m c a (n 0 2 N 0) 0 a (n CT CI) 0 CT 0 a N m 0 0 0 0 m 0 (n \survey \heinz second addition - hennepin \2- 1 \hs -2- 1 0 O O O O N 1 • Denotes Iron Monument Found /0 L 0 Denotes Iron Monument Set /0 apeu9 .1eaj uoiienay 4uacuaseg 0 EASEMENTS ARE SHOWN THUS: £mall aNv 3DYNIVHa abeuieJQ aoej.ing Jno.quoo pasodog uoi7ena /g uoo /J 4sug UN 0 0 0 pawnsse s! s6uueeq Jo s!seq au[7 .yoe9.o' 0) (0 m a E l OZ `fuenagad 4o cep qt . 4 s!ql plea o, - C� M m M. <� 0 cn o "� = • S 0_0 v o) 3 • m ) o. c 0. ro c O • o 0. 0 ✓ � a� (ncn c � m m o m =a a• "< 2 m m a o cco D � Q CD 0 The only easements shown are from plats of record or information provided by client. Existing Legal Description: Lot 2, Block 1, Heinz Addition, Hennepin County, Minnesota. 51' 0 09.17CS „LO,917.1-0 N N 89 °27'34" E 200.16 i8 , 0 N 89 °27'34" E 197.19 • Trail Easement • c<S \ Q Q (.0 L co \ ` \ 545.26\ \ / / / / / / \ 1 \ \ 1 \ ■ T\ 6l 1 1 I 1 N CP \ • N N 89 °27'34" E 300.24 COUNTY ROAD No. /17 O O OO co SILO S 89_59'44" W 1291.67 1 co W 1 0 1 �� I 1 \ 1 0 1 11545.26 \ —1— Edge etlond of Delineated I 1 \ \ r` I 0 109TH A VENUE S 89°2T34" W 394.18 Trail Easement //o 2`� j/ j N Co .J.7\ c,7 col Gi c NCI° " v\/ 0° 13'51 9 4/s 5 � b9__, /�� /So, SZ'E1.8 M ..8C.1717 0L0 S S 89 °27'34" W 199.97 \ 746.41 OUTLOT A - - S 89 °59'44" W 1291.70 _ _ - - 932 -- Adjoining Owner: Havel Family LTD 3918 St. Mathias Rd Fort Riply, MN 56449 746.44 C9'ZZBZ M ..8C.1917.1.0 S 80 J N Q O Q 0 80 70 0 L AS I I -• I I I. ` 1 •. I- -I A r- A AN /\ 1 1 / 11/1 h- / I I II I I /1/ I I L_ /�I LI LI I I r 1 1 1 I � 1 1 1 I `n x II 0 o O \- \ l m X O \ A I /I L. / -1 N011laaV ZNIgk Prot Lounty °fd to p O 4 TL,.4 !) OUP' t AC 4 X' ".3 42 230 CO L.1 .D G r ` F:\survey\heinz second addition - hennep n \2- I \FINAL PLAT 81007.dwg SSOA3ASITS GNI/7 Coo 7 200.09 L 1 9 S 01°45'08"W 200.09 Cr co OL•l•6ZL M '0210N 2SIA42'2I -I10 S527Nn - 200.09 • DENOTES FOUND 1/2 INCH IRON PIPE MONUMENT 0 0 M ..W65068 S N CD C3) L co S 01°45'08" W 2089.31 Z12:2Z�,L�N� G9.9 I G, • • 1889.22 Cos '38., 5 09 363711 w \ CD- 45-92 i \ 9/,�, \cpo z \ '9 c \� U, ) -\ F \�LT\ � \ F \ co o\ NSF coo \ \\ �F v /a (9 - - + /.0, �oo J 'u 2122.54 7 `C 1 __139_64_W N _Y -107 �rN 05 °2735" 1 09 °2745W ' G7° ()j/ (q /c'�� �� /•ebo° Oa/ 0, / / • L _ _ N 04°9 2 '08" f LI A, Y A N 01 °45'07" E 534.50 it trN : 1 1 r. 0 U r m -o /) c th mo > _ = co I E 1.\) \ — 0 � Da 0 I- mO m O Fri 0 N vC mm O `C CI ' m _1 O R -H of th z = C 1 O o O �' H CO hi Cf) Z > _ 70 m -1) °o N z °_ c -P H 1 O z 0 z 0 corn - > 0 j m Rachel Smith, acting Hennepin County Recorder O CD n CD CD 7cj g E. o �-. O� z H 0 0 O 0 0 � N 0• O 0 0 0 William P. Brown, Hennepin County Surveyor S 01 °44'38" W 2322.63 `; / ` / / . , r se i i . 0 4C 0 c4 0 o z a P. rn 0 W� 0, `O 5 5. 0 Iv 0 0 0 C CD 0 0 iottpny Aunoa utdauum `utdi qa •A TJ\I 0 0 0 Ez 0 • o 0 C CD 0 P g 1_ 0 P 0 h7 a 0 CA 0 ry co 5. cinc 0- 0 0_ 0 4 0 0 0 r'T O O ?: O o 0 0 mz 0 1 N tr1ci) to o� z0 0- o SOY 0cj H 0 P 0 .°,0 a 0g o 0 0 0 0 0 0 o 0 a 0 O O N 0 q �0o 0 °.■• 0 0 0 fnD n 0 •� 5. o 0 0P e 4 o 0. cc .o 5 o too Do 0 VQ U0 '< 0, O 0 M Ls, 0- z W 0 R (.4 C• 0 5. . 0 w c0D 0 0 0- 1-, lr) m D en m� of mD zz L D CD O o �m M z "7:) z Cn = c 01 OH 1 *r 1 z •1 H c (1) 9�0 cio o• 0 co co •■ l I I I _ I Si •i by (aureN patuud s,XJ11 toN) co m Z 0 o tiZ 1 «o 0 a 0 5 0 0 0 0- CA w 0 O •tlosi?.td •g X.1O20i0 Aq Ar3 i 1 < I1 O 4 T1 rn 0 -T- ``/ IVI h A r1 r 0 = r° 0 GZ 0 C CD P • (ID 0 0 CD ' • 0- 0 0 m0n o 0 8 CD o. co o- 0_ C p.. ( 0 No A w w o w 9 w 0 0- 0 0 co CD ,0- CD 0 A o 42 0- co 0- 0 0 �" 0 • E o 0 Fri ID ria 0 0• O 0 &D. oar (4 0 0 P- W Ivy o 0 g Ek 0 0 ■ 'O o n 0 cD E. O G 0 CA O p o cD 0 0 O 0 M 5. CD :ID • /L../ / %L./ \/ • f // I sandxg uotsstututoa XIA1 z 0 1 • ^ L - I--1 l \l V I 0 C1 Oy tt voc H O cra "Ti 0 m co co P. co co co co Co , by David B. Heinz and Betty Ann Heinz, husband and wife. r• zutaH •H ptA Q 90 z co (0 03 m C0 C0 L� 17.00 S00 °44'38 "W S00 °44'38 "W 17.00 J S 01 °44'38" W 313.25 co In witness whereof said, David B. Heinz and Betty Ann Heinz, husband and wife, have caused these presents to be signed this 0 O 1 ac m O cn a o c D 0 cio cn �CD /n o 0 o 0 5 0 >O 0- m •0- 0 0- N ra 0 P, 0 0- 1 0 cr co 0 0 0 0 0 0- 0 0- 0 co co co 0 co c 0 `C a 0 0 0 0 0 0 0. •uo!pppd zutaH ' i )loolg `z 101 0z O E; r" 0 �-n 0 rn CA td Cri b CD N co 0 0 0 C 0 CD CD 0 oc C co 0.. O tZ 0 �-n rTT • 90 2 m z N m 0 0 z 0 D O 0 z r) 0 z 0 + Agenda Item • • • • L A N D F O R M • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 17, 2013 for the April 25, 2103 City Council Meeting • Tel: 612- 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: Site Plan and Variance for a Community Center at Maple Hill Estates on Lot 1, Block 1, Maple Hill Estates 2nd Addition (PID 24- 119 -23 -43 -0014) City File No. 12 -022 60 -DAY REVIEW DEADLINE: NA 1. Application Request The City of Corcoran is requesting approval of site plan approval to build an approximately 3,500 - square foot community center and a setback variance from the south property line. 2. Planning Commission Review The Planning Commission reviewed this item at their April 4th meeting. There was no one present to speak on this item. Commission Krueger stated that he thought the building could be shifted north to avoid the variance; therefore, he felt the variance standards had not been met. The Planning Commission voted 3 -1 to recommend approval of the request (Krueger voted nay). 3. Context Background The City of Corcoran applied for a received approval of at Community Development Block Grant (CDGB) in partnership with the landowner and a non - profit community organization to build an approximately 3,500 square foot community center. The City will issue a design build RFP for construction of the building based on an approved site plan. Zoning and Land Use The property is currently located within the Metropolitan Urban Service Boundary (MUSA), guided Low Density Residential and zoned Urban Reserve (UR). The City -owned property to the south is guided Low Density Residential and zoned Urban Reserve. Maple Hill Estates is guided Medium Density Residential and zoned Manufactured Home Park. The property to the north and east is Rush Creek Golf Course, guided Golf Course and zoned PI (public Landforms, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. • • institutional). The property to the west is guided High Density Residential and zoned High Density Residential (RMF -3). Natural Characteristics of the Site There are no trees or significant natural resources in the area of the proposed building. 4. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. B. Consistency with Ordinance Standards Site Plan The site plan would allow construction of an approximately 3,500 square foot community building. Under the terms of the CDGB grant, the building would be owned by the City for a minimum of 15 years. The owner of this parcel also owns the manufactured home park and has agreed to lease the land for the building to the City. The City Council is working through the terms of this agreement. The building itself has not been completely designed, therefore, architectural details have not been provided. Staff has included a condition requiring that the residential building standards in 1060.050, Subd. 1(B) be met for the new building. Sewer and Water The manufactured home park currently provides a community well and septic system. The contractor will be required to connect to this system. These systems are both permitted by the State and the contractor will be responsible for obtaining any required permits. Access The primary users of the new building are intended to be homeowners in Maple Hill Estates. Access to this building is through the park's internal streets. Maple Hill Community Center (12 -022) 2 April 25, 2013 • Setbacks • The proposed building meets setbacks, except that a setback variance is requested on the south lot line adjacent to the city -owned property. This is discussed later in the staff report. Parking No new parking is proposed. However, restriping of the parking lot is required to provide a new handicapped stall near the entrance to the community center. The 23 existing parking stalls exceed ordinance requirements. Screening /Landscaping Section 1060.070 of the Zoning Ordinance provides standards for landscaping. Section 1060.070, Subd. 2(G) of the Zoning Ordinance specifies the landscaping requirements for all new construction and additions. The proposed landscape plan meets all ordinance requirements. The project grant dollars allow use of volunteer labor and supplies. Therefore, staff anticipates that there may be minor change to this plan as the project progresses. Any modification to plant species could be administratively approved during the construction process. Stormwater Management The City Engineer has reviewed the plans and recommends that the Contractor coordinate with Maple Hills Estates on final grading and drainage to provide proper drainage away from adjacent residences. Site Lighting If the applicant chooses to provide additional site lighting (either on the building or freestanding), they must submit a lighting plan to the city for review and approval, subject to Section 1060.040 of the Zoning Ordinance. Signage No additional signage is proposed. Variance A variance is required to reduce the required side (south) lot line setback from 25 feet to 1 feet. The reduced setback is requested to allow convenient access from the parking lot and manufactured home park. The setback is from a city owned parcel. This parcel is former right -of -way. Normally, when right -of -way is eliminated, the city vacates the right -of -way. In this case, the City retained the former right -of -way as an outlot rather that right -of -way or easement. The reasons for this area not clear to staff, but its effect is to create an arbitrary lot line. Maple Hill Community Center (12 -022) 3 April 25, 2013 • • • • We have reviewed the request against the variance standards in Section 1070.040. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The burden of proof is on the applicant to show that all of the following criteria have been met: a. That there are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties to meeting the standard setback due to the City's previous action to retain vacated right -of -way as an outlot rather a more typical easement. This creates an arbitrary lot line that separates the manufactured home park from the land upon which the structure is proposed to be built. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions upon which the variance request are based are unique to this parcel due to the City's previous action to retain vacated right -of -way as an outlot rather a more typical easement. This creates an arbitrary lot line that separates the manufactured home park from the land upon which the structure is proposed to be built. c. That the granting of the variation will not alter the essential character of the locality. Granting the variance will not alter the essential character of the locality. In fact, the adjacent basketball court straddles the lot and it appears that the storm shelter to the west may also straddle the lot line. d. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible community center in a location near other community facilities including the playground, basketball court and storm shelter. e. The variance is consistent with the Comprehensive Plan. The variance is consistent with the Comprehensive Plan. f. The City may impose conditions on the variance to address the impact of the variance The City may impose conditions on the variance to address the impact of the variance. However, in this case, the conditions related to the site development standards are adequate to address concerns. Maple Hill Community Center (12 -022) 4 April 25, 2013 • • 5. Conclusions Staff finds that the standards for a site plan and variance have been met or can be addressed with the changes discussed in the staff report. We have included conditions in the draft resolution to address these issues. 5. Recommendation Move to approve Resolution 2013 -19, as recommended by the Planning Commission. Attachments 1. Resolution approving Site Plan Amendment and Variance 2. Site Aerial Location Map 3. City Engineer's letter dated March 26, 2013 4. Preliminary Plans dated March 21, 2013 Maple Hill Community Center (12 -022) 5 April 25, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -19 Motion By: Seconded By: April 25, 2013 APPROVAL OF A SITE PLAN AND VARIANCE FOR THE CITY OF CORCORAN FOR A COMMUNITY CENTER AT MAPLE HILL ESTATES ON LOT 1, BLOCK 1, MAPLE HILL ESTATES 2ND ADDITION (PID 24- 119 -23 -43 -0014) WHEREAS, the City of Corcoran is requesting approval of a site plan and setback variance to allow construction of a 3,500- square foot community center and associated site improvements on property legally described as follows: Lot I, Block 1, Maple Hill Estates 2nd Addition, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the site plan variance at a duly called public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan, subject to the following conditions: 1. Site plan approval is granted to allow an approximately 3,500- square foot building and associated site improvements, in accordance with the plans received by the City on March 21, 2013, except as amended by this resolution. 2. A variance to allow a 1 -foot side yard setback (south) where 25 feet is required is approved, subject to the following findings: a. There are practical difficulties to meeting the standard setback due to the City's previous action to retain vacated right -of -way as an outlot rather a more typical easement. This creates an arbitrary lot line that separates the manufactured home park from the land upon which the structure is proposed to be built. b. The conditions upon which the variance request are based are unique to this parcel due to the City's previous action to retain vacated right -of -way as an outlot rather a more typical easement. This creates an arbitrary lot line that separates the manufactured home park from the land upon which the structure is proposed to be built. c. Granting the variance will not alter the essential character of the locality. In fact, the adjacent basketball court straddles the lot and it appears that the storm shelter to the west may also straddle the lot line. d. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible community center in a location near other community facilities including the playground, basketball court and storm shelter. e. The variance is consistent with the Comprehensive Plan. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -19 April 25, 2013 f. The City may impose conditions on the variance to address the impact of the variance. However, in this case, the conditions related to the site development standards are adequate to address concerns. 3. Prior to issuance of building permits, the applicant /landowner must: a. Record the approving resolution at Hennepin County and provide proof of recording to the City. b. The applicant shall comply with all comments from the March 26, 2013 memo from the City Engineer. c. If the site lighting (either on the building or freestanding) is proposed, it must comply with Section 1060.040 of the Zoning Ordinance. d. The building must be designed to comply with the residential building standards in 1060.050, Subd. 1(B). e. The applicant shall obtain septic approval from the State and provide a copy of the approval to the City. f. The applicant shall obtain appropriate well permits and provide a copy of the approval to the City. 4. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. VOTING AYE Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron VOTING NAY Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map Page 1 of 1 Interactive Maps Property Map Parcel 24- 119 -23 -43 -0014 ID: Owner Name: Bruce B Hay Estates Parcel 52 Address Unassigned A -T -B: Torrens Market $224,000 Total: Tax $3,418.32 Address: Corcoran, MN 00000 Total: (Payable: 2012) Property Farm Type: Sale Price: Home- Sale Non - Homestead stead: Date: Parcel 14.92 acres Sale Area: 650,007 sq ft Code: Map Scale: 1" = 400 ft. Print Date: 3/28/2013 This map is a compilation of data from various sources and is furnished AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 Think Green! http: / /gis.co.hennepin.mn.us /Property /print/default.aspx ?C = 458351.16250000055,4993917... 3/28/2013 Wenck TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: March 27, 2013 SUBJECT: Maple Hill Community Center Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The Maple Hill Community Center is being developed by the City under a grant along with various organizations and volunteer efforts within the Maple Hill Estates development. Building and Potential Site Issues The slab on grade building will provide meeting space and serve as a community center. Issues that need to be reviewed by the Contractor include: • Working with Maple Hill Estates on location and proper connection to private utilities and • Final grading and drainage for the site. Recommendation • Contractor should coordinate with Maple Hills Estates on final grading and drainage to provide proper drainage away from adjacent residents. © LANDFORM 20XX AREA LOCATION MAP CORCORAN, MN REBECCA PARK TRAIL FLETCHER LN, MAPLE HILL RD. SITE AN BASS LAKE RD. TROY LANE N. ABBREVIATIONS 100 AB. A.D. A/C ADD. ADDL. ADJ. AHU ALT. ALUM. ANOD. APPROX. ARCH AUTO. AVG. B.C. B.N. B/W BFE BIT BLDG B5MT. C.F. C.F.S. C.C. C.L. C.N.U. C.O. C.O.E. C.Y. GB CBMH CEM. CIP CMP CONC. CONN. CONT. CONT. CONTR. COP. CU. D.S. DEG. DEMO. DEPT. DET. DIA. DIAG. [Art DIP DN DWG. E. E.J. E.O.F E.W. EA. L. ELEC. ELEV. EMER. NCR. ENTR. EQ. EQUIP. EQUIV. EXIST. EXP. P & 1 P.B.O. F.C. F.D. F.D.C. F.V. FS FBWO FBLO F-DN. FES FFE FLR. T. OR (") F-UT. G.B. C.C. GAL. CALV. CFE GL. GR. H. HP. HDPEP HOT. HORIZ. HVAC HID .D. N. 02 (") NFO. NL. NSUL. NV. Angle And At 100 Year Flood Elevation Anchor Bolt Area Drain Air Conditioning Unit Addendum Additional Adjacent / Adjust Air Handling Unit Alternate Aluminum Anodized Approximate Architect / Architectural Automatic Average Back of Curb Benchmark Bottom of Wall Basement Floor Elevation Bituminous (Asphaltic) Building Basement Cubic Feet Cubic Feet Per Second Corner Guard Control Joint Centerline Concrete Masonry Unit Cleanout U.S. Army Corps OF Engineers Cubic Yards Catch Basin Catch Basin Manhole Cement Cast. Iron Pipe Corrugated Metal Pipe Concrete (Portland) Connection Construction Continuous Contractor Copper Cubic Down Spout Degree Demolition / Demolish Department Detail Diameter Diagonal Dimension Ductile Iron Pipe Down Drawing East Expansion Joint Emergency Overflow Each Way Each Elevation Electrical Elevation Emergency Engineer Entrance Equal Equipment Equivalent Existing Expansion Furnish and Install Furnished by Others Face of Curb Floor Drain Fire Department Connection Field Verify Full Basement Full Basement Walk Out Full Basement Look Out Foundation Flared End Section Finished Floor Elevation Floor Foot Future Grade Break General Contractor Gallon Galvanized Garage Floor Elevation Glass Grade Height High Point High Density Polyethylene Pipe Height Horizontal Heating, Ventilation, Air Conditioning Hydrant nside Dimension nches nfornation nlet Elevation nsulation nvert Elevation JT. L.F. L.P. LB. LGU LONG. LT. MAINT. MAS. MATL. MAX. MECH MED. MFR. MH MIN. MISC. MNDOT MOD. MUL. N. N.I.C. NO. OR # NOM NTS NWE NWL 0.C. O.D. OH. OHWL. OPNG. ORIG. P.C. PI PIV P.L. OR P/L P.O.B. P.S.F. P.T. P.S.I. P.V.C. P.V.I. n kl, . V . 1 F'E PED. PERE. PREP. PROJ. PROP, PVC PVMT. QTR. QTY. RAD. R.D. R.E. R.O. R.P. RCP R.S. RE. REM) REV. RGU ROW OR R/W 5. S.F. SAN. SECT. SE SEW° SHT. SIM. SLNT. SPEC. SQ. STMH STD. STRUCT. syri. T T/R T/W TEMP. THK. TNH TYP. U.N.O. V.B. V.C. V.I.F. VER. VERT. VEST. W W.PT. W.W.F. W/ W/O WO WEIL. WP WT. YD. YR. Joint. Lineal Feet Low Point / Liquid Petroleum Pound Local Government Unit Longitudinal Light / Lighting Maintenance Masonry Material Maximum Mechanical Medium Manufacturer Manhole Minimum / Minute Miscellaneous Minnesota Department Of Transportation Module / Modular Mullion North Not In Contract. Number Nominal Not to Scale Normal Water Elevation Normal Water Level On Center Outside Dimension Overhead Electric Overhead Ordinary High Water Level Opening Original Point or Curvature Point of Intersection Post Indicator Valve Property Line Point of Beginning Pounds Per Square Poot. Pounds Per Square Inch Point of Tangency Point of Vertical Curvature Point of Vertical Intersection Point Vertical Tanqency Polyethylene Pedestal / Pedestrian Perforated Preparation Project Proposed Poly—Vinyl—Chloride (Piping) Pavement Quarter Quantity Radius Radius Roof Drain Remove Existing Rough Opening Radius Point Reinforced Concrete Pipe Rough Slab Regarding Reinforced Required Revision / Revised Regulatory Government Unit Right of Way South Square Feet Sanitary Sewer Section Side Exit Side Exit Walk Out Sheet, Similar Sealant Specification Square Storm Sewer Manhole Standard Structural Symmetrical Thickness Top of Rim Top of Wall Temporary Thick / Thickness Top Nut. Hydrant. Typical Unless Noted Otherwise Vapor Barrier Vertical Curve Verify In Field Verily Vertical Vestibule Width Working Point Welded Wire Fabric With Without Walk Out Wetland Waterproof Weight Yard Year • • • * • • • NORTH NO SCALE MAPLE HILL HOPE CENTER CORCORAN, MINNESOTA SYMBOLS EXISTING DESCRIPTION NEW DESCRIPTION 123 4 HEIGHT, TYPE K A ah L T #10 0 0 0 • 0 0 SIC BASE R/T C /12 CONTOUR SPOT ELEVATION BUILDING CANOPY / OVERHANG CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD PAIL CONCRETE RETAINING WALL FIELDSTONE RETAINING WALL MODULAR RETAINING WALL SOIL BORING LIGHT POLE TREES DENOTES TREE LIMITS MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE FLARED END SECTION IRON MONUMENT FOUND IRON PIPE MONUMENT SET P.K. NAIL POWERPOLE GUARD POST UTILITY BOX (TV, TEL, ELEC) TRAFFIC BOX GAS METER TRAFFIC SIGN GUY WIRE REGISTRAR OF TITLES COUNTY RECORDER STS »— STORM SEWER LINE 5AN SANITARY SEWER LINE x WTP OT UT UE OP UTV OTV 0 0 WATER MAIN UNDERGROUND GAS OVERHEAD TELEPHONE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND CABLE T.V. OVERHEAD CABLE T.V. WELL RESTRICTED ACCESS NOTE NUMBER DENOTES BITUMINOUS SURFACE .123.4 HEIGHT, TYPE X CAM P.P. 1.0% X"ST5—>> Wig% RIFRAP) 0— X'5AN 0— X"F-M c.o. (-GATE VALVE —19— X VTI2 HL —X"WTR-0— 51zE, TyFeTE VALVE [.) C.O. 0— X'SSD OE UE OT UT UTV OTV LSS CONTOUR SPOT ELEVATION BUILDING UNDERGROUND STRUCTURE RAILROAD CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD PAIL CONCRETE RETAINING WALL FIELDSTONE RETAINING WALL NODULAR RETAINING WALL DOORWAY LIGHT STANDARD POWER POLE SLOPE, DIRECTION OF FLOW BOLLARD STORM SEWER SANITARY SEWER—WASTE FORCE MAIN ROOF DRAN COLLECTOR WATER MAIN FRE LINE (IF SEPARATE) FIRE DEPARTMENT CONNECTION DOMESTIC WATER SERVICE CULVERT & END SECTION GAS LINE SOIL SUBDR AN ELECTRIC—OVE2HEAD ELECTRIC—UNDERGROUND TELEPHONE—OVERHEAD TELEPHONE—UNDERGROUND UNDERGROUND CABLE/TV UNDERGROUND CABLE/TV LAWN SPRINKLER SLEEVE EROSION CONTROL SYMBOLS SYMBOL DESCRIPTION SILT FENCE CONSTRUCTION LIMITS INLET PROTECTION DRAWING SYMBOLS SYMBOL DESCRIPTION NOTE REFERENCE PARKING STALL COUNT LARGE SHEET PETAL COORDINATE POINT REVISION — ADDENDUM, BULLETIN, ETC. REVISED AREA (THIS ISSUE) LEGAL DESCRIPTION THAT PART OF LOT 1, BLOCK 1, MAPLE HILL ESTATES 2ND ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, HENNEPN COUNTY, MINNESOTA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING' AT THE SOUTHWEST CORNER OF SAO LOT 1, THENCE SOUTH 801 DEGREES 00 MUTES 00 SECONDS EAST, ASSUMED BEARING ALONG THE SOUTH LINE OP SAO LOT 1, A DISTANCE OF 836.50 FEET TO THE PONT OF BEGINNING; THENCE NORTH 01 DEGREES 00 MUTES 00 SECONDS EAST, A DISTANCE OF 75.00 FEET; THENCE SOUTH 8c DEGREES 00 MUTES 00 SECONDS EAST, PARALLEL WITH SAO SOUTH LINE, A DISTANCE OF 76.00 FEET; THENCE SOUTH 01 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 75.00 FEET TO SAID SOUTH LINE; THENCE NORTH 8q DEGREES 00 MINUTES 00 SECONDS WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 76.00 FEET TO THE POINT OF BEGINNING. BENCHMARK BENCHMARK: TOP NUT OF FIRE HYDRANT LOCATION: SOUTH OF THE ENTRANCE TO THE PARK PARKING LOT AND SOUTHWEST OF THE SOUTHWEST CORNER OF THE MANAGEMENT OFFICE BUILDING ELEVATION=F163.46 (ASSUMED DATUM) SHEET INDEX CO.1 CIVIL TITLE SHEET C1.0 CERTIFICATE OF SURVEY C1.1 EXISTING CONDITIONS & DEMOLITION C2.1 SITE PLAN C3.1 GRADING, DRAINAGE, PAVING, & EROSION CONTROL C4.1 UTILITIES L2.1 LANDSCAPE PLAN CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420-2288 - FAX (763)4206056 MUNICIPALITY 1-P13: CTTY 1.14,..12FL/T1T1NTN-117,1,S411.7,A,i PROJECT MAPLE HILL HOPE CENTER C Co RC Co RAN , M N SHEET INDEX SHEET TITLE CO.1 CLO CLI C2.I C3.I C4.I L.2.1 CIVIL. TITLE SHEET CERTIFICATE OF SURVEY EXISTING CONDITIONS PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION REVIEW 1 21 MAR 2013 CITY SUBMITTAL ss PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 mikszgLzair4" IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY i SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 FORM Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net FILE NAME COO1COR022.DWG PROJECT NO. COR12022 CIVIL TITLE SHEET CO.1 Landfomioand Slat° Finish oars registered service mars of Landfcan Prgessional Saunas, LLC. © LANDFORM 20XX NO °00'00 "W _ 30.00' z O 0 0 Q Y 0 z O N W W W < -) SOUTHWEST CORNER LOT 1, BLOCK f IAPLE HILL ESTATES 2ND ADDITION 1 1-1 1 L_ \ / 1 889°00'00"E 1 592.45' '- - -- NORTH LINE LOT 1, BLOCK 1, MAPLE HILL ESTATES 2ND ADDITION - -- -SOUTH LINE LOT 1, K A A r, 1 1-- 1\/I /_\ F/ 1 F- 1 1/ \ 1 L_ L_ BLOCK 1, 1 1 1 1 1 1 - - 1 1 1 I 1 11 L_ L_ F- I I_\ I F- L _ \ ! 1 / \ 1 L_ \ / LE HILL ESTATES 2ND ADDITION 995.52' /\ 1 1 —1-1 /\ —1 1 1 I 1 I I I I \./ 1 L_ S89°00 00"E J --- 76.00 - ����TTTT7�� .... o........+.� °o -o0 0I z POINT OF BEGINNING 00 P ED- - 76.00 _` N89 °00'00 "W . 89 °00'00 "E 142.00' O O 0 °o =o `,o S.-SAW E CHACO S84 °05 39 E -NORTH LINE LOT 2, BLOCK 1, MAPLE HILL ESTATES 2ND A ION A 1 F, / I \ I 1 I L_ 1 N L-/ A r, r, 1 —1— 1 r> K 1 / _ \ I I I I I 1 I I I 1\1 / \ L/ L/ 1 1 1 \/ 1 N I I I I L_ \ -' 1 457.50' z O 0 0 Q z U N O J (i) M w Q O W J J W Z_= W Q W BENCHMARK BENCHMARK: TOP NUT OF FIRE HYDRANT LOCATION: SOUTH OF THE ENTRANCE TO THE PARK PARKING LOT AND SOUTHWEST OF THE SOUTHWEST CORNER OF THE MANAGEMENT OFFICE BUILDING ELEVATION=q63.46 (ASSUMED DATUM) SURVEYOR'S NOTES BACKGROUND INFORMATION SHOWN PER BOUNDARY SURVEY PERFORMED BY LANDFORM ON FEBRUARY 11, 2013, TOGETHER WITH PROPOSED CONDITIONS FOR OTTER LAKE ROAD FROM WSB ASSOCIATES PROVIDED BY CLIENT, EXPRESSLY FOR THIS PROJECT. 2. FOR THE PURPOSES OF THIS SURVEY, THE NORTH LINE OF- OUTLOT B MAPLE HILL ESTATES 2ND ADDITION IS ASSUMED TO BEAR SOUTH 84 DEGREES 00 MINUTES 00 SECONDS EAST. LEGAL DESCRIPTION LOT I, BLOCK I, & OUTLOT B MAPLE HILL ESTATEES 2ND ADDITION, HENNEPIN COUNTY, MN. PROPOSED LEASE AREA THAT PART OF LOT 1, BLOCK 1, MAPLE HILL ESTATES 2ND ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, HENNEPIN COUNTY, MINNESOTA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT I, THENCE SOUTH 5,1 DEGREES 00 MINUTES 00 SECONDS EAST, ASSUMED BEARING ALONG THE SOUTH LINE OF SAID LOT I, A DISTANCE OF 836.50 FEET TO THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 75.00 FEET; THENCE SOUTH 8q DEGREES 00 MINUTES 00 SECONDS EAST, PARALLEL WITH SAID SOUTH LINE, A DISTANCE OF 76.00 FEET; THENCE SOUTH 01 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 75.00 FEET TO SAID SOUTH LINE; THENCE NORTH 8q DEGREES 00 MINUTES 00 SECONDS WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 76.00 FEET TO THE POINT OF BEGINNING. CERTIFICATION 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SCOTT C. TROSEN MINNESOTA LICENSE NO. 47465 FEBRUARY 20, 2013 DATE: SITE SYMBOLS EXISTING DESCRIPTION EXISTING DESCRIPTION EXISTING DESCRIPTION ❑L HIE HE 2 ;<123 4 Y NNGN X TPE HEIGHT, TYPE EXISTING BUILDING BITUMINOUS SURFACE WETLAND WATERS EDGE CONTOUR SPOT ELEVATION CONCRETE CURB PEDESTRIAN RAMP FENCING TREES O CD 0 a 0 0 0 n sIc BASE DENOTES TREE LIMITS MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE / CURB STOP GUY WIRE POWERPOLE UTILITY BOX (TV, TEL, ELEC) TRAFFIC BOX TRAFFIC SIGN STORM SEWER LINE SANITARY SEWER LINE WATER MAIN UNDERGROUND ELECTRIC OE PCP PVC DIP O O • OVERHEAD UTILITY LINES REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE DUCTILE IRON PIPE 1/211 x 1411 IRON PIPE MONUMENT WITH PLASTIC CAP #47465 SET CAST IRON MONUMENT FOUND IRON MONUMENT FOUND Know what's Blow. all before you dig. 0 60 120 NORTH CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY TT?F: T:TTY PROJECT MAPLE HILL HOPE CENTER CORCORAN, MN SHEET INDEX SHEET TITLE CO.1 C1.0 C1.1 C2.1 C3.1 C4.I L2.I CIVIL TITLE SHEET CERTIFICATE OF SURVEY EXISTING CONDITIONS PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 • IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C10000R022.DWG PROJECT NO. COR12022 CERTIFICATE OF SURVEY C1.0 Landfoml ®antl Sfle to Finish ®are recistered service marks of Lanfform Professional Services, LLC. 0\644 0 0\646 g602 X 0\63 0\64.8 q"4 10" MAPLE -0 0\63 -0 6\63.5 EXISTING MOBILE HOMES TO BE RELOCATED BY OTHERS 6\ 24" MAPLE 3 X 0\625 SALVAGE & RELOCATE 10 6\5'.3 6\62.4 0\62.6 4, \.1 961.7 461.6 B -BALL - HOOP g41,3 960.6 6\54: 0\46.3 X5.6 BENCH JUNGLE CYM 7JUNGLE GYM O O 0 SWINGSET-\ O ° O 0\566. • 0\56\6 SANDBOX 6" ASH-< 0\6 460,2 6\ \5E ,0 SEESAW 0\56.8 JUNGLE GYM BENCH 0\60 2 6" HACKBERPY q.\ .BENCH K� 1 6\6027 6" SP12UCE 0\62 2 622 0\630 6\47.6 0\6\-A 0 24" ASH REMOVE WALKWAY X0\663.6' x63.8 463 8 g36, 0\63 :A © LANDFORM 20XX 6\ q53 EXISTING CONDITIONS I. BACKGROUND INFORMATION SHOWN IS FROM SURVEY BY LANDFORM PROFESSIONAL SERVICES, LLC, MINNEAPOLIS, MINNESOTA, ON FEBRUARY II, 2013, EXPRESSLY FOR THIS PROJECT; CITY OF CORCORAN, MINNESOTA RECORD DRAWINGS; AND UTILITY SERVICE PROVIDERS. LANDFORM OFFERS NO WARRANTY, EXPRESSED OR WRITTEN, FOR INFORMATION PROVIDED BY OTHERS. EXISTING PROJECT CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ENGINEER. DEMOLITION AND CLEARING NOTES I. OBTAIN PERMITS FOR DEMOLITION, CLEARING, AND DISPOSAL PRIOR TO BEGINNING. 2. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING DEMOLITION AND CLEARING. 3. BUILDING DEMOLITION: VERIFY WITH OWNER THAT BUILDING HAS BEEN CLEARED OF REGULATED MATERIALS REQUIRING SPECIAL HANDLING OR DISPOSAL AND EXAMINED BY COMPETENT PERSON. REMOVE STRUCTURE, COLUMNS, CANOPIES, AND ANY ASSOCIATED CONSTRUCTION IN ITS ENTIRETY. 4. DIMENSIONS SHOWN FOR REMOVAL ARE APPROXIMATE. COORDINATE WITH NEW CONSTRUCTION TO ENSURE APPROPRIATE REMOVAL OF EXISTING FACILITIES. [>SAWCUT EXISTING PAVEMENT. REMOVE CONCRETE WALKS AND CURBING TO THE NEAREST EXISTING JOINT BEYOND CONSTRUCTION LIMITS. 6. SEE SHEET C32 FOR EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THAT MUST BE IN PLACE PRIOR TO DISTURBANCES TO SITE. 7. COMPLETE DEMOLITION WITH MINIMAL DISRUPTION OF TRAFFIC. COORDINATE LANE CLOSURES WITH THE REGULATORY AUTHORITY AND PROVIDE ADVANCE NOTIFICATION TO AFFECTED EMERGENCY RESPONSE PROVIDERS. 8. PROVIDE BARRICADES, LIGHTS, SIGNS, TRAFFIC CONTROL, AND OTHER MEASURES NECESSARY FOR PROTECTION AND SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT CONSTRUCTION. THE CITY REQUIRES TRAFFIC CONTROL MEASURES TO BE IN PLACE DURING UTILITY INSTALLATION, EXISTING BUILDING DEMOLITION, DRIVEWAY INSTALLATION, SIDEWALK INSTALLATION AND FINAL RESTORATION WITHIN THE RIGHT -OF -WAY. PROTECT STRUCTURES, UTILITIES, TREES, PLANT MATERIAL, SOD, AND ADJACENT PROPERTY FROM DAMAGE DURING CONSTRUCTION UNLESS NOTED FOR REMOVAL. DAMAGE SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION AT NO ADDITIONAL COST. F-5-> REMOVE TREES NOTED, INCLUDING ROOT STRUCTURES, FROM THE SITE. COORDINATE WITH OWNER TO MARK TREES TO BE SAVED OR TRANSPLANTED PRIOR TO CLEARING. II REMOVE EXISTING SITE FEATURES INCLUDING, BUT NOT LIMITED TO, UNDERGROUND UTILITIES, PAVING, CURBING, WALKWAYS, FENCING, RETAINING WALLS, SCREEN WALLS, APRONS, LIGHTING, RELATED FOUNDATIONS, SIGNAGE, BOLLARDS, LANDSCAPING, AND STAIRWAYS WITHIN THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. 12. COORDINATE REMOVAL, RELOCATION, TERMINATION, AND RE -USE OF EXISTING PRIVATE UTILITY SERVICES AND APPURTENANCES WITH THE UTILITY COMPANIES. RESTORE ELECTRIC HANDHOLES, PULLBOXES, POWERPOLES, GUYLINES, AND STRUCTURES DISTURBED BY CONSTRUCTION IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS. 13. EXISTING PIPING AND CONDUITS MAY BE ABANDONED IN -PLACE IF FILLED WITH SAND AND IF NOT IN LOCATION OF PROPOSED BUILDING OR IN CONFLICT WITH PROPOSED UTILITIES OR STRUCTURES. TERMINATE EXISTING SERVICES AT THE SUPPLY SIDE IN CONFORMANCE WITH PROVIDER'S STANDARDS. 14. HAUL DEMOLITION DEBRIS OFF -SITE TO A FACILITY APPROVED BY REGULATORY AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. 15. REMOVE PAVEMENT MARKINGS NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY PROJECT MAPLE HILL HOPE CENTER CORCORAN, MN SHEET INDEX 1 SHEET TITLE CO.1 CIVIL TITLE SHEET C1.0 CERTIFICATE OF SURVEY C1.1 EXISTING CONDITIONS PLAN C2.I SITE PLAN C3.1 GRADING PLAN C4.I UTILITY PLAN L2.1 LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C101COR022.DWG PROJECT NO. COR12022 EXISTING CONDITIONS & DEMOLITION C1.1 Landform ®antl Sfle to Finish ®are registered service marks of Lanfform Professional Servtras, LLC. 25" BUILDING SETBACK PROPERTY LINE PROPOSED EASEMENT 5.33 MAPLE HILL HOPE CENTER AREA: 4,178 S.F. FFE:965.00 PORCH fi 30 BUILDING SETBACK J 27.26" ACCESSIBLE ROUTE 10" MAPLE 24" MAPLE jti B- (PALL HOOP EXISTING B HOOP BASKETBALL COURT 10" 6" ASH EXISTING PARKING LOT MB © LANDFORM 20XX BENCH JUNGLE GYM JUNGLE GYM • O O O 0 SWINGSET 0 O ° CD SEESAW - Lni� i nvv PLAYGROUND JO° LE GYM CH V" HACKBER'MY BENCH SITE PLAN NOTES 1. OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF PUBLIC RIGHT -OF -WAY. 2. 3. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. THE BUILDING FOOTPRINT, AS SHOWN ON THESE DRAWINGS, AND THE DIGITAL FILE, SHALL BE COMPARED TO THE STRUCTURAL DRAWINGS PRIOR TO STAKING. BUILDING LAYOUT ANGLES ARE PARALLEL WITH OR PERPENDICULAR TO THE PROPERTY LINE AT THE LOCATION INDICATED. 4. DIMENSIONS SHOWN ARE TO AND EXTERIOR PACE OP BUILDING UNLESS NOTED OTHERWISE. 5. TRASH /RECYCLING AREAS: SEE ARCHITECTURAL DRAWINGS. PARKING SUMMARY REQUIRED PARKING: BUILDING AREA = 4,178 S.F. 1 STALL /300 S.F. OF BLDG. = 14 STALLS PROVIDED PARKING: STANDARD STALLS (10x20) ACCESSIBLE STALLS (10x20) 22 EA. I EA. TOTAL PARKING STALLS PROVIDED 23 EA. AREA SUMMARY EXISTING: PERVIOUS IMPERVIOUS TOTAL (14.64 Ac) PROPOSED: PERVIOUS IMPERVIOUS TOTAL (14.84 Ac) 650,047 S.F. 7q4 S.F. gq.g0% 0.10% 650,841 S.F. 645,673 S.F. 5,168 S.F. 100.0% gq.2o% 0.80% 650,841 S.F. 100.0% ZONING AND PARKING SUMMARY THE PROPERTY IS ZONED MP- MANUFACTURED HOME PARK & UR -URBAN RESERVE. BUILDING SETBACK INFORMATION 15 AS FOLLOWS: FRONT YARD (WEST) = 50 FT. REAR (EAST) = 30 FT. SIDE (N &S) = 25 FT. NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY TT?F: CTTY PROJECT MAPLE HILL HOPE CENTER C©F CORAN, MN SHEET INDEX SHEET TITLE C0.1 CIVIL TITLE SHEET C1.0 CERTIFICATE OF SURVEY C1.1 EXISTING CONDITIONS PLAN C2.I SITE PLAN C3.1 GRADING PLAN C4.I UTILITY PLAN L2.I LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C201COR022.DWG PROJECT NO. COR12022 SITE PLAN C2.1 Lantlform ®antl 5tle to Finish ®are registered service marks of Lantlform Professional Servtras, LLC. 0\64 25" BUILDING SETBACK SILT FENCE PROPERTY LINE 0,63 0\64.8 q63 0 9 is 0163 STRAW g60.2 PROPOSED WADDLE EASEMENT ■ 64.87X 64.86' 4.86 ' 11 64.75 0163�c .64� 64.33 0\5.3 SILT FENCE 5 65.00 65.00 64.0101 X 0\63 64.33 MAPLE HILL HOPE CENTER AREA: 4,178 S.F. FFE:965.00 64.70x 437LEMM I 65.0> 0 PORCH X64.88 IOb 64.83 q6\ 6 0161.7 B -BALL HOOP 63.201 63.18 .4.(0 : 63.4' L00% • .00 63 6 63.6 ' EXISTING MEET & MATCH PAVEMENT 63.7: 63.6 C G\63 MB © LANDFORM 20XX 0\63 0\63.8 a5� 3 X55.6 0\56.3 s 0\ q53 GRADING NOTES I. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING. 2. REFER TO THE GEOTECHNICAL REPORT PREPARED BY XX, DATED XX /XX /XX, FOR ADDITIONAL INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS. 3. REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MATERIALS MAY BE MINED FROM LANDSCAPE AREAS FOR USE ON SITE AND REPLACED WITH EXCESS ORGANIC MATERIAL WITH PRIOR OWNER APPROVAL. 4. REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION MATERIAL IF EXPOSED 501L5 ARE WET AND UNSTABLE. 5. ROUGH GRADE BUILDING PAD TO 12 INCHES BELOW FINISHED FLOOR ELEVATION (865.00). 6. 7. 8. q. REFER TO STRUCTURAL SPECIFICATIONS FOR EARTHWORK REQUIREMENTS FOR BUILDING PADS. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER. PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT. COMPACT MATERIAL IN PAVED AREAS TO 015% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D6018) EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100 %. COMPACT TO 018% DENSITY WHERE FILL DEPTH EXCEEDS 10 FEET. PAVING NOTES F-5-> PAVING SECTIONS 0. CONCRETE WALKWAYS 4 -INCH CONCRETE WALK W /6X6 INCH, #10 WWM 4 -INCH AGGREGATE BASE (MNDOT 3138, CLASS 5) COMPACTED SUBSOIL b. CONCRETE PORCH -REFER TO ARCHITECT. EROSION PREVENTION AND SEDIMENT CONTROL NOTES 11. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUN OFF ARE PERMANENTLY STABILIZED AND DISPOSE OF OFF SITE. 12. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF EXPOSURE OF DISTURBED AREAS. 14. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER. 15. EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUN OFF ARE PERMANENTLY STABILIZED. 16. RESTORE DISTURBED OPEN AREAS WITH TEMPORARY SEED OR SOD WITHIN 72 HOURS OF COMPLETING GRADING IN EACH AREA. 17. SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED. ITEM SPECIFICATION NUMBER SOD MNDOT 3878 SEED MNDOT 3876 TYPE 50 @ 40 LB /AC TYPE IIOA @ 60 LB /AC MULCH (TYPE I. DISC ANCHORED) MNDOT 3882 FERTILIZER MNDOT 3881 GENERAL PLACEMENT MNDOT 2575 18. SEE LANDSCAPING SHEETS FOR PERMANENT TURF ESTABLISHMENT. M. SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY. NPDES AREA SUMMARY LEGEND f■ 1 - :CONSTRUCTION LIMITS WITHIN PROPERTY LINE UNLESS NOTED OTHERWISE. �, :STRAW WADDLE NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY PROJECT MAPLE HILL HOPE CENTER CORCORAN, MN SHEET INDEX SHEET TITLE CO.1 C1.0 C1.1 C2.1 C3.1 C4.I L2.1 CIVIL TITLE SHEET CERTIFICATE OF SURVEY EXISTING CONDITIONS PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C301COR022.DWG PROJECT NO. COR12022 GRADING, DRAINAGE, PAVING, & EROSION CONTROL C3.1 Lantlform ®antl 5tle to Finish ®are registered service marks of Lantlform Professional Servtras, LLC. EXISTING PROPOSED ULTIMATE PERVIOUS 14.012 ACRES 14.81 ACRES 14.81 ACRES IMPERVIOUS .02 ACRES .13 ACRES .13 ACRES TOTAL 14.04 ACRES 14.014 ACRES 14.014 ACRES LEGEND f■ 1 - :CONSTRUCTION LIMITS WITHIN PROPERTY LINE UNLESS NOTED OTHERWISE. �, :STRAW WADDLE NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY PROJECT MAPLE HILL HOPE CENTER CORCORAN, MN SHEET INDEX SHEET TITLE CO.1 C1.0 C1.1 C2.1 C3.1 C4.I L2.1 CIVIL TITLE SHEET CERTIFICATE OF SURVEY EXISTING CONDITIONS PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C301COR022.DWG PROJECT NO. COR12022 GRADING, DRAINAGE, PAVING, & EROSION CONTROL C3.1 Lantlform ®antl 5tle to Finish ®are registered service marks of Lantlform Professional Servtras, LLC. © LANDFORM 20XX 25" BUILDING SETBACK PROPERTY LINE TRANSFORMER cn PROPOSED EASEMENT CONNECT TO EXISTING TELEPHONE CT TO EXISTING & ELECTRIC SANITARY SEWER MAPLE HILL HOPE CENTER AREA: 4,178 S.F. FFE:965.00 13 v FT CONNE PORCH 30 BUILDING SETBACK J ACCESSIBLE ROUTE B -BALL / HOOP B -BALL HOOP BENCH imJUNGLE GYM 7JUNGLE GYM s SANDBOX: O 0 O 0 SWINGSET 0 ° O 0 JUNGLE GYM 00 BENCH SEESAW, BENCH MB LT UTILITY NOTES 1. PIPE MATERIALS WATER SERVICE SANITARY SEWER TYPE K COPPER PVC SDR 35 2. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. 3. COORDINATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL GAS, AND COMMUNICATIONS SERVICES TO BUILDING. 4. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION. 5, PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. 6. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS. 7, INSTALL TRACER WIRE WITH UTILITIES WITHIN THE PUBLIC RIGHT -OF -WAY 02 EASEMENTS. 8_ CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CORCORAN STANDARDS. q, MAINTAIN 7.5 FEET OF COVER ON WATER. 10. DEFLECT WATER TO MAINTAIN 18 -INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS. 11. PROVIDE 4 -INCH RIGID FOAM INSULATION ON SANITARY SEWER LESS THAN 5 FEET DEEP. 13 BRING WATER AND SEWER SERVICES INTO BUILDING PER MECHANICAL DRAWINGS. JOIN AND ROUTE BUILDING STORM DRAINS AND CONNECT TO STORM SEWER MANHOLE. 13. INSTALL IRRIGATION SLEEVES FURNISHED BY IRRIGATION CONTRACTOR. 14. THE PRIMARY ELECTRIC FEED, TRANSFORMER, AND METER ARE PROVIDED AND INSTALLED BY XCEL ENERGY. THE TRANSFORMER PAD DESIGN IS PROVIDED BY THE UTILITY AND CONSTRUCTION IS BY THE CONTRACTOR. CONTACT UTILITY FOR PAD DETAIL. THE SECONDARY ELECTRIC AND CONDUITS SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. 15. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. F-67> COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF SERVICE CONNECTIONS AND CONTINUATION OF SERVICES WITHIN BUILDING. 17. PROVIDE ONE 4 -INCH PVC CONDUIT WITH PULL - STRING FROM EXISTING TELEPHONE SERVICE TO BUILDING. 18, PROVIDE CONDUITS FOR CABLE TELEVISION AND OTHER ELECTRONIC COMMUNICATION. Iq CONTRACTOR TO FIELD VERIFY INVERT OF SANITARY LINE PRIOR TO INSTALLATION OF SANITARY LINE. 20. CONTRACTOR TO FIELD VERIFY EXISTING TELEPHONE AND ELECTRIC. NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY PROJECT MAPLE HILL HOPE CENTER C©F CCo N, MN SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CI.O CERTIFICATE OF SURVEY C1.1 EXISTING CONDITIONS PLAN C2.I SITE PLAN C3.1 GRADING PLAN C4.1 UTILITY PLAN L2.1 LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME C401 COR022. DWG PROJECT NO. COR12022 UTILITIES C4.1 Lantlform ®antl 5tle to Finish ®are registered service marks of Lantlform Professional Servtras, LLC. 1 TAR 7 (TYP.) MAPLE HILL HOPE CENTER AREA: 4,178 S.F. FFE:965.00 (TYP.) PORCH 6 TMN 7 HOOP EXISTING HO B BALL BASKETBALL COURT OP BENCH JUNGLE GYM JUNGLE GYM • SANDBOX O O 0 0 5WINCSE r 0 0 O 0 EXISTING PLAYGROUND oco JUN LE GYM 000 EXISTING PARKING LOT LT MB PLANTING SCHEDULE COUNT NAME KEY COMMON NAME SCIENTIFIC NAME MATURE SIZE PLANTING SIZE ROOT COND. DECIDUOUS TREES CS NORTHERN CATALPA CATALPA SPECIOSA 60 "H x 40'W 2.5" CAL. B &B 2 GRASSES PV SWITCHGRASS PANICUM VIRGATUM 5 "H x 3 "W CONTAINER 2 DECIDUOUS TREES TAR REDMOND LINDEN TILIA AMERICANA 'REDMOND" 50 "H x 30 "W 2.5" CAL. B &B 2 DECIDUOUS TREES GB SWAMP WHITE OAK OUERCUS BICOLOR 60"1-1x 50 "W 2.5" CAL. B &B 3 GRASSES SCSC LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 3'H x 1.5 "W CONTAINER 3 DECIDUOUS SHRUBS SJNF NEON FLASH SPIREA SPIRAEA JAPONICA "NEON FLASH" 3 "H x 3 "W 5 CAL. POT 4 GRASSES AC BIC BLUESTEM ANDROPOGON GERARDII 6'H x I.5 "W 4" CONTAINER 6 CONIFEROUS SHRUBS TMN NIGRA YEW TAXUS X MEDIA "NIGRA" 5 "H x 5 "W 5 CAL. POT 6 DECIDUOUS SHRUBS VON DWARF EUROPEAN CRANBERRYBUSH VIBURNUM OPULUS "NANUM" 5 "H x 5 "W 5 CAL. POT © LANDFORM 20XX CH 5EESAW--\ BENCH 0 MOO IIII rh 8" -0" STEEL STAKE ON THE SIDE OF PREVAILING WIND 24" III s 1®.= 11111M ,_ 1 MOUNDED SUBGRADE SUBGRADE AREA DUG FOR PLANTING 2 -3x DIA. OF SOIL BALL AREA DUG /TILLED TO PROMOTE ROOT GROWTH 3 -5x DIA. OF SOIL BALL DOUBLE STRAND 14 GA. WIRE — 3" @ 120 DEGREE INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, I -1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH TREE TO BE PLANTED WITH ROOT FLARE EVEN, WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. KEEP MULCH CLEAR OF ROOT FLARE. FLAGGING — ONE PER WIRE FOUR INCHES (49 MA)C SHREDDED HARDWOOD BARK MULCH CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL CUT TWINE FROM AROUND TOP I/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. EDGE CONDITION VARIES PLANTING SOL TOPSOIL 30D 2" X 2" X 24" WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING NOTES: INSPECT FOR ENCIRCLING 20015 TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. DECIDUOUS TREE PLANTING TOP OF ROOT MASS TO BE LEVEL WITH FINISHED GRADE FINISHED GRADE LANDSCAPE NOTES I. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. 2. COORDINATE INSTALLATION WITH CONTRACTORS PERFORMING RELATED WORK. 3. PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE OF HARDY STOCK, FREE FROM DISEASE, INFESTATION, DAMAGE, AND DISFIGURATION. FOR DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWING, THE DRAWING SHALL GOVERN. 4. PLANTING SOIL SHALL CONSIST OF 4 PARTS TOPSOIL TO I PART PEAT HUMUS, WITH 3 POUNDS OF COMMERCIAL FERTILIZER ADDED PER CUBIC YARD. 5. RESPREAD STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES, IMPORT ADDITIONAL TOPSOIL AS NEEDED TO MAKE UP ANY SHORTFALL. SOD ALL TURF AREAS DISTURBED BY CONSTRUCTION. 6. PLACE PLANTS ACCORDING TO LAYOUT WITH PROPER NOMINAL SPACING. INSTALL 3 -4 INCH WOOD MULCH IN SHRUB BED AREAS. INSTALL A 4 —FOOT DIAMETER SHREDDED HARDWOOD BARK MULCH DISH AROUND TREES NOT PLACED WITHIN A SHRUB OR PERENNIAL PLANTING BED. ALL SHRUB BEDS SHALL BE EDGED WITH 6 —INCH BLACK VINYL EDGING (BLACK DIAMOND OR APPROVED EQUAL). O LANDSCAPE REQUIREMENTS CITY OF- CORCORAN, MINNESOTA CITY CODE: BUILDING AREA = 4,178 S.F. I TREE/ 1,000 S.F. OF BLDG. = 5 TREES I SHRUB /300 S.F. OF BLDG. = 14 SHRUBS MOUNDED SUBGRADE NO SCALE PLACE PLANT AS SHOWN ON PLAN MULCH PLANTING SOIL EDGING REFER TO LANDSCAPE PLAN FOR GROUNDCOVER OUTSIDE SHRUB BED EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING 30IL MASS. SHRUB PLANTING NO SCALE L VARIES (SEE PLANS AND LANDSCAPE NOTES) 12" MIN. 1I1 �� Ilt�>f!!►:1I /1, _ u,�i1 "�. � cif n Ilimmmill • JiiIIII- IIIIII = !_iiiiii_iiiiiir HMV MU ONE di_ SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PERENNIAL CREATE SAUCER AROUND PLANT WITH PLANTING SOIL MULCH EDGING REFER TO LANDSCAPE PLAN FOR GROUNDCOVER OUTSIDE SHRUB BED BACKFILL WITH PLANTING SOL THROUGHLY TILLED AND LOOSENED PLANTING BED SOIL. PLANTING BED SHALL HAVE MINIMUM OF TWELVE (129 INCHES AROUND PLANTS EXISTING SUBGRADE NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT A5 MANY A5 POSSIBLE WITHOUT DESTROYING SOIL MASS. PERENNIAL PLANTING NO SCALE NORTH 0 20 40 CLIENT CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN,MN 55340 TEL (763)420 -2288 - FAX (763)4206056 MUNICIPALITY PROJECT MAPLE HILL HOPE CENTER CORCORAN, MN SHEET INDEX SHEET TITLE c0.1 C1.0 C1.1 C2.1 C3.1 C4.I L2.1 CIVIL TITLE SHEET CERTIFICATE OF SURVEY EXISTING CONDITIONS PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE SITE PLAN REVISION HISTORY CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE REVISION 21 MAR 2013 CITY SUBMITTAL REVIEW SES PROJECT MANAGER REVIEW BY SS DATE 03.2C.2013 IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLYA3OVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MARCH 21, 2013 • • • From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 F O R M Tel: 612- 252 -9070 Fax: 612- 252 -9077 Web: landform.net FILE NAME 1201 COR022.DWG PROJECT NO. COR12022 LANDSCAPE PLAN L2.1 Lantlform ®antl 5tle to Finish ®are registered service marks of Lantlform Professional Servtras, LLC. EAST ELEVATION SCALE: 1/8 " =1' -O" MAPLE HILLS HOPE CENTER 19 JANUARY 2013 30' -0" GG' -0" 24' -0" V 12' -0" MIRROR WALL 1 - I I I I FITNESS 1 if TABLE/CNAIR STORAGE STORAGE TEEN MAIN LEVEL PLAN T I I I I ACTIVITY CARPET "TYPICAL FUTURE PROJECTION SCREEN OFFICE - CUB 61E5 COATS w m DM1 1110= COILING DOOR KITCHEN 0 T JI Et II PORCH SCALE, I/8"= ILO" MAPLE HILLS HOPE CENTER 19 JANUARY 2013 JLJL 11 NOKTh ELEVATION SCALE: I/8 " =1' -0" MAPLE HILLS HOPE CENTER 19 JANUARY 2013 11 fl Boa Boa SOUTH ELEVATION SCALE: I /8 " =1-0" MAPLE HILLS HOPE CENTER 19 JANUARY 2013 II >�a WEST ELEVATION SCALE: 1/8 " =1' -0" MAPLE HILLS HOPE CENTER 19 JANUARY 2013 Agenda Item • • • • L A N D F O R M • • From Site to Finish • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 18, 2013 for the April 25, 2013 City Council Meeting RE: Request for Conditional Use Permit Amendment to allow Contractor Operations Storage in an Accessory Building at 23240 County Road 30 (PID 07- 119- 23 -13- 0003) (City file 13 -005) 1. Application Request Linda Kohnen is requesting approval to amend conditional use permit 1996 -39 for a home occupation to allow contractor storage inside the accessory building. 2. Background The City Council directed staff to amend the zoning ordinance in response to a code enforcement issue on the property. Since 2011, the city code enforcement officer has been working with Linda Kohnen to resolve a code violation at her property at 23240 County Road 30. The landowner is in violation of an existing conditional use permit and in violation of the City Zoning Ordinance. The landowner is leasing an accessory building on this residential property to a commercial business, Kothrade Sewer & Water for commercial storage. Commercial equipment is stored in this residential accessory building and employees of Kothrade Sewer and Water drive to the site each morning to pick up equipment for the day's work. It is staff's understanding that employee vehicles are then parked in the accessory building. This is in violation of the existing conditional use permit because the conditional use permit specifically states that the building was only for use by the homeowner and 6 specific pieces of his equipment. In 1996, the City issued a conditional use permit to operate a home occupation on this property for Steve Kohnen's truck operation (the city has since adopted a different process to address home occupations). The CUP specifically limits the use of the property to that home occupation in finding #3, which states: "That the applicants, their heirs and assigns, acknowledge and agree that the use of the accessory structure, within an R -1 Rural Residential District, is limited to residential and /or agricultural storage of equipment and restricts the use of said building from commercial storage with the exception of his business equipment which consists of a truck, low -boy, dozer, bobcat, traxcavator, backhoe." This is in violation of the existing zoning ordinance because the use of the building as commercial storage for a contractor operation is not allowed in this (TCR- Transitional Rural Commercial) zoning district. Staff recommended several options to the landowner to allow her to continue to lease out this space (rezone the whole property to CR which allows contractor yards as a CUP, rezone only the part of Landforms"", SensiblyGrcen " and Site to Finishs"" are service marks of Landform Engineering Company. • • • the property where the commercial operation is taking place and ask for a CUP, or cease operation of the commercial use in the residential space). The landowner asked for an amendment to the existing conditional use permit. Staff agreed that this was a viable option. At the October 11, 2012 City Council meeting, staff recommended that the City Council consider amending Resolution 1996 -39. After reviewing the issue with the City Attorney, the City Planner and City Administrator, staff recommended the amendment by undertaking the following steps, which would preserve the spirit and intent of the CUP and the Zoning Ordinance and would allow the City to continue to consistently administer the City Code. Staff recommended that the City Council: a. Order staff to hold a public hearing to amend the Resolution and CUP. The Planning Commission held a public hearing and the City Council will act on the amendment. b. Consider a change to the council adopted fee schedule. (The Council included this new conditional use permit amendment fee in the 2013 fee schedule) After discussion, the City Council felt that rather than requiring the applicant to go through the public hearing process typically required for a conditional use permit amendment, a preferred alternative would be to make a larger change that would allow a simplified process for all landowners to benefit from a new conditional use amendment process. It was staff's understanding that the landowner could apply for the Conditional Use Permit amendment through this simplified process. The ordinance amendment language was approved by the City Council on February 28, 2013. 3. Context Zoning and Land Use The property is zoned Transitional Rural Commercial (TCR) and is guided Rural Service /Commercial Surrounding Properties The properties to the north, south and east are guided Rural Service /Commercial and zoned Transitional Rural Commercial, except the Masica property to the south, which was rezoned to Rural Commercial in 2004 so that they could operate a Commercial Greenhouse as a home occupation. • The purpose of the TCR district is "The Transitional Rural Commercial District (TCR) represents transition areas that have been identified as practical and generally suitable for future development as part of the Rural Commercial District. The purpose of the TCR District is to provide a holding zone until a landowner makes application for development, at which time the City may rezone the affected property to CR, consistent with the land use plan. Residential land uses will be allowed to continue pending future redevelopment consistent with the City's Comprehensive Plan." The properties to the west are guided Rural /Ag Residential and zoned Rural Residential. Kohnen CUP (City File 13 -005) 2 April 25, 2013 • Natural Characteristics of the Site There are no significant natural features on this property. 4. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit. B. Consistency with Ordinance Standards It is our understanding that the intent of the Council is to allow the ability to allow minor amendments to Conditional Use Permits in circumstances where the impact of these changes on surrounding landowners will be minimal. It is our understanding that the previous City Council felt that the proposed amendment was minor and should be processed through an amendment process. The newly adopted conditional use permit amendment language states: A. Holders of a conditional use permit may propose amendments to the permit at any time, following the procedures for a new permit as set forth in this Section. B. No changes in the circumstances or scope of the permitted use shall be undertaken without approval of those changes by the City. C. Significant Changes. Following the procedures for hearing and review set forth in this Section the Planning Commission may make a recommendation and the City Council shall take action on significant changes and modifications to conditional use permits, including the application of additional or revised conditions. The Zoning Administrator shall determine what constitutes significant change. Significant changes include, but are not limited to: 1. Hours of operation. 2. Number of employees. 3. Expansion of structures and /or premises. 4. Operational modifications resulting in increased external activities and traffic. Kohnen CUP (City File 13 -005) 3 April 25, 2013 • D. Minor Changes. Minor changes to the conditional use permit, which do not include significant changes, shall require City Council action only, While staff finds that this proposed amendment may not meet the specific standards in the newly adopted ordinance language, we do believe that the previous City Council's intention was to allow the applicant to request the approval through this amendment process based on the discussion at the October 11, 2012 City Council meeting. Staff notes that while there are other alternatives to allow this landowner to rent out the accessory building to commercial businesses, the question in front of the council is 1) whether the existing Conditional Use Permit should be amended as requested and 2) what conditions should be attached to the approval. The original conditional use permit was issued for a Home Occupation for Steve Kohnen and included specific details about equipment to be stored in the accessory building and specifically restricts the building from commercial storage. The homeowner is now requesting a conditional use permit amendment to modify the conditional use permit for a home occupation to allow commercial storage. She has been renting the building to Kothrade Sewer & Water for storage of equipment for approximately 2 years. According to the applicant, Kothrade's operate the business out of space at 9520 County Road 19 and use this simply for equipment storage. It is staff's understanding, based on conversations with Kohnen and Kothrade, that all equipment is stored inside the building and Kothrade employees visit the site in the mornings to pick up equipment and at night to return the equipment and that all employees vehicles are parked off -site or inside the building during the day. There is no outside storage related to the commercial operation today. The ordinance defines Kothrade's business as a Contractors Operation: "CONTRACTOR OPERATION: An area and /or building devoted to use by a person who contracts to supply certain materials or to do certain work in the field of building trades." This is a permitted use in the CR (Rural Commercial) and Industrial (I) zoning districts. However, the contractor operation storage for Kothrade is all inside the accessory building and appears to have limited employee trips. Therefore, may have limited impact on surrounding landowners. The proposal includes a request to add 4 tandem parking stalls on the east side of the garage. Should the City Council wish to approve the conditional use permit amendment, staff recommends that this addition of outside parking not be allowed based on the finding any outside indication of a commercial business on this site is inconsistent with the residential nature of the site and would trigger the need for a rezoning to CR and site improvements that comply with all ordinance standards (similar to what was required of other Burschville residents and businesses that have recently been approved like Masica and Doboszenski). Kohnen CUP (City File 13 -005) 4 April 25, 2013 5. Action: If the Council finds that the requested amendment is consistent with ordinance requirements, they should move to adopt the draft resolution 2013 -20 approving the Conditional Use Permit Amendment. If the City Council finds that the ordinance standards have not been met, they should direct staff to prepare findings of fact for denial, which staff would prepare for adoption at the next council meeting. Attachments a. Draft Resolution approving CUP amendment b. Location Map c. Building Official Comments dated March 25, 2013. d. Land Use Map e. Zoning Map f. Applicant's plans received March 18, 2013 g. Resolution 1996 -39 Kohnen CUP (City File 13 -005) 5 April 25, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -20 Motion By: Seconded By: April 25, 2013 APPROVAL OF A CONDITIONAL USE PERMIT AMENDMENT FOR LINDA KOHNEN AT 23240 COUNTY ROAD 30 (PID 24- 119 -23 -43 -0014) WHEREAS, Linda Kohnen is requesting approval of an amendment to Resolution 1996 -39 approving a conditional use permit for a Home Occupation for Steve Kohnen on property legally described as follows: The south 761.52 feet of the west 629.18 feet of the southwest quarter of the northeast quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota. WHEREAS, the City Council has reviewed the request based on the standards outlined in the City Code, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a Conditional Use Permit Amendment, subject to the following conditions: 1. Conditional use permit amendment approval is granted, in accordance with the application and plans received by the City on March 18, 2013, except as amended by this resolution. 2. This conditional use permit approval replaces Resolution 1996 -39. The City finds that the operational characteristics of storage for contractor operations in the accessory building are substantially similar to home occupation operations previously approved by Resolution 1996 -39. 3. The conditional use permit is granted to allow commercial storage in the existing accessory building. 4. No outside storage of any vehicles, equipment of supplies related to the commercial business shall be allowed. 5. No exterior parking of commercial employee vehicles shall be allowed. Parking during the day may be allowed within the building. 6. The parking lot shown the plans is not allowed. Any change to the site relate to the commercial operation shall require a rezoning to CR (Rural Commercial), site plan approval and any other permits required by the Corcoran City Code. 7. The applicant shall file the resolution at Hennepin County and provide proof of recording to the City prior to release of any remaining escrow. 8. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota VOTING AYE n Guenthner, Ken Asleson, Rich Cossette, Tom n Lynch, Diane Thomas, Ron RESOLUTION NO. 2013 -20 VOTING NAY n Guenthner, Ken Asleson, Rich Cossette, Tom n Lynch, Diane Thomas, Ron April 25, 2013 Whereupon, said Resolution is hereby declared adopted on this 25th day of April 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map Hennepin} Interactive Maps Page 1 of 1 Property Map Parcel ID: Owner Name: 07- 119 -23 -13 -0003 Linda Kohnen A -T -B: Abstract Market $300,000 Total: Parcel 23240 Co Rd No 30 Tax $4,490.04 Address: Corcoran, MN 55374 Total: (Payable: 2013) Property Residential Type: Sale Price: Home- Sale Homestead stead: Date: Parcel 9.45 acres Sale Area: 411,734 sq ft Code: Map Scale: 1" = 200 ft. Print Date: 4/18/2013 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 A TYunk Green." http: / /gis.co.hennepin.mn.us /Property /print/default.aspx ?C = 450116.9491000003,4997797.... 4/18/2013 METRO WEST INSPECTION SERVICES, INC. Loren Kohnen, Pres. March 22, 2013 TO: Kendra Lindahl City Planner City of Corcoran FROM: Loren Kohnen Building Official RE: Linda Kohnen 23240 Co. Road 30 Corcoran, Minnesota C.U.P. AMENDMENT (763) 479-1720 FAX (763) 479 -3090 Mtrowst76 @aoi.com The above-captioned request for an amendment to an existing C.U.P. appears to be reasonable Recommend the following conditions: 1) There can be no parking of any vehicles outside the building; only personal vehicles of the resident(s). 2) No work of any kind carried on inside the building; storage only. This will meet the State Building Code LK:79.. 2 s N I�f�C�OC9t1�' �� "MA 1�" Box 248, Loretto, Minnesota 55357 CITY OF GREENFIELD r e Ili IDIF PI 1 .. , ...M OE • : OA 111 tl -i — ■V_ • • iiiril 11 Es I RIPA ' ii MI Liriradlir-. ■ tIuI E■ EMER 3/23/201 ��iIIii I 111111 is ��� ■�� 1 3/23120 1112812011 • ROAD L� MEISTER R 7/24/2018 12412018 44E 21/2016 2/12/2012 2/1212012 2/12/2012 2/12/2012 JUBERT SCOTT LAKE 73 CITY OF MAPLE GROVE /COOK LAKE /1rA HORSESHOE TR GLEASON ROAD MORIN LAKE ti:_.._? 1= 51=- 1._.._.._.._....._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ 1._. 1_ .._.._.1_.._..:._.._.._.._.._.. Figure 8 ftCORAN 2030 Future Land Use Plan 2030 Comprehensive Plan WEE 3,000 1,500 0 3,000 Feet j City Limit OStaging Boundaries F-1 Agricultural Reserve (Date of Expiration) Wetlands Rural /Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential - High Density Residential Rural Service /Commercial Commercial ▪ Mixed Use Business Park Light Industrial ▪ Public /Semi - Public Parks /Open Space ▪ Golf Course ▪ Agricultural Preserve (Date of Expiration) Open Water *The Future Land Use plan depicts the location and intensity of future development through a variety of land use types. This plan is intended to guide future development however the City has discretion to amend (with Metropolitan Council approval) the plan in response to landowner/ developer requests or response to other system plans. October 7, 2010 Bonestroo 11504 /50408144 /GIS /ComPlan /Maps /Final Maps /2030 flu.mxd ra rinw ▪ 1 k i11I 1 1. iii ®i 1r 1 I1 1 dp r Urns 1Pa111t1i .11=11=.. /) Kt tiositm _am " L1IIII!! ■■::: r�� 1 - 11- 11 -11- 11-11-11 - 11 -11 -11 - 11- 11-11 -11 WWWWWW 'NAVY 11 Email . ,■ n Min �■I...�_ .• m Ifiii ■ __ •11 ROAD IL 1 GLEASO ROAD iNV • -r41aaaraw&ripramaar mar ia.lia•ir i. • wrrir rm. Sl.� rr. 1.r =.lM MIMP t!N 7'f TRIP err City of GORCORAN Official Zoning Map ttt 4 W 41L E 3,000 1,500 0 3,000 Feet Cemetery Church Golf Course Government Building Public Park `� 1 2030 Metropolitan Urban Service Area • —..+ • .11 City Limit Open Water Shoreland Overlay District UR RR RSF -1 RSF -2 RSF -3 RMF -1 RMF -2 RMF -3 MP P -I TCR CR C -1 C -2 DMU GMU BP 1 -1 PUD Urban Reserve Rural Residential Single Family Residential 1 Single Family Residential 2 Single and Two Family Residential 3 Medium Density Residential Mixed Residential High Density Residential Manufactured Home Park Public / Institutional Transitional Rural Commercial Rural Commercial Neighborhood Commercial Community Commercial Downtown Mixed Use General Mixed USe Business District Light Industrial Planned Unit Development September 22, 2011 I:/ 504 / 50408144 /GIS /ComPlan /Maps /zoning discussion.mxd Certificate of Survey 50 50 West Line of the SW 1/4 of the N.F. 1/4 of Section Township 119, Range 23 rn J 1.0' Nrr h oI 1rnR S69'2221W 629.22 deck o sf, ouse exist. shed Ales gor. „concrete- ; concrete —) .4 proposed 948 parking spaces so.78 559'5222'W 529.22 South Line of the S.W. 1/4 of the N.E. 1/4 of Section 7, Township 119, Range 23 —Southwest Comer of the S.W. 1/4 of the N.E 1/4 of Section 7, Township 119, Range 2J, COUNTY ROAD NO. 30 rs 100 0 100 200 300 -111 1011111111111 I Stole: 1 a 100' TOTAL AREA = 11.00 Acres PROPERTY DESCR1P711N: The South 761.52 feet of the West 629.f8 feet of the Southwest Warier of the Northeast Quarter of Section 7; Township 119, Ronge 23, Hennepin County, Minnesota • denotes iron monument found Q denotes iron pipe set a17w4349` OTTO -70062 and marked as shown: ® denotes soil boring ® denotes percolation test hole Certificate of Survey on part of the S.W 7/4 of the N.E. 1/4 of Section 7, Township 119, Range 23, Hennepin County, Minnesota Requested By: Linda Kohnen Date: 8/27/12 rown By: M.L.H. Scale: 1” = 100' Checked By: P.E.O. hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am o duly Licensed Land Surveyor under the laws of the State of Minnesota. Pau! E. Otto Date: P` 3o / License # 40062 WTTO 9 West Divion St. Buffalo, MN 55313 SOCI Ph: (763)662.4727 dT�S Paz: (763)682.3522 Web Site: www.ottoassociates,com Engineers and Land Surveyors, Inc. Revised: Job No 1 -12 -0312 EC VE ArAtw RESOLUTION NO. 1996 - 39 COPY A RESOLUTION APPROVING THE ISSUANCE OF A CONDITIONAL USE PERMIT TO STEVEN KOHNEN TO FACILITATE THE CONSTRUCTION OF A 3360 SQ. FT. ACCESSORY BUILDING ON A 73 ACRE PARCEL, LOCATED AT 23240 COUNTY ROAD 30, PID #07- 119 -23 14 0002 WHEREAS, WHEREAS, Steve Kohnen has made application for a Conditional Use Permit to facilitate the construction of a 3360 sq.ft. accessory building on a 73 acre parcel; and on June 6, 1996, the Planning Commission conducted a public hearing on this application and moved to recommend approval of the Conditional Use Permit based on the following findings and conditions: 1. That the 2.9 acre homestead and the 73+ acre farmstead be combined into one parcel. 2. That there is no outside storage on the property. 3. That the applicants, their heirs and assigns, acknowledge and agree that the use of the accessory structure, within a R -1, rural residential district, is limited to residential and /or agricultural storage of equipment andsestri (s the use of said building from commercial storage, with the exception of his business equipment which consists of a track, low -boy, dozer, bobcat, traxcavator, and backhoe. 4. The side wall height of the building will be 16 feet. WHEREAS, on June 13, 1996, the City Council considered the Planning Commission recommendation to approve the Conditional Use Permit for Steven Kohnen to facilitate the construction of a 3360 sq.ft. accessory building. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Corcoran that the request by Steven Kohnen for a Conditional Use Permit to facilitate the construction of a 3360 sq.ft. accessory building on a 73 acre acre parcel, and legally described on the attached Exhibit "A ", be and is hereby approved with the following findings and conditions: 1. That the 2.9 acre homestead and the 73+ acre farmstead be combined into one parcel. 2. That there is no outside storage on the property. 3. That the applicants, their heirs and assigns, acknowledge and agree that the use of the accessory structure, within a R -1, rural residential district, is limited to residential and/or agricultural storage of equipment and restricts the use of said building from commercial storage, with the exception of his business equipment which consists of a truck, low -boy, dozer, bobcat, traxcavator, and backhoe. 4. The side wall height of the building will be 16 feet. Moved by member 601.vp < ++ , seconded by member A The following voted in favor of said resolution: Mayor Larkin, Council members likccizt, Gmach, Kluck, and Mayers. The following voted against the same: None. Whereupon said Resolution was declared carried. Dated this 13th day of June, 1996. ATTEST: City Administrator Resolution No. 1996 - 341 Exhibit "A" Legal Description: The S 1/2 of the NE 1/4 exc the S 314 ft of W 508 ft, also exc roads, all in Section 07, Township 119, Range 23, Henn. Co., Minn., according to the recorded plat thereof. STATE OF MINNESOTA COUNTY OF HENNEPIN CITY OF CORCORAN 6787311 The undersigned duly qualified and acting Deputy City Clerk of the City of Corcoran hereby certifies that attached hereto is a copy of the original CONDITIONAL USE PERMIT FOR STEVE KOHNEN TO FACILITATE THE CONSTRUCTION OF A 3360 SQ.FT. ACCESSORY BUILDING ON AN 11 ACRE PARCEL, LOCATED AT 23240 COUNTY ROAD 30, PID #07-119-23 13 0002 AND PID #07- 1 19 -23 14 0002, on file in the office of the City Clerk, City of Corcoran. Dated this 19th day of September, 1997. Splett,eputy ► Clerk CONDITIONAL USE PERMIT FOR STEVE KOHNEN TO FACILITATE THE CONSTRUCTION OF A 3360 SQ.FT. ACCESSORY BUILDING ON AN 11 ACRE PARCEL, LOCATED AT 23240 COUNTY ROAD 30, PROPERTY IDENTIFICATION NUMBER 07- 119 -23 13 0002 AND PROPERTY IDENTIFICATIO NUMBER 07- 119 -2314 0002 WHEREAS, Steve Kohnen, property owner and applicant, has requested permission to facilitate the construction of a 3360 sq.ft. accessory building, located at 23240 County Road 30, and WHEREAS, this application was before the Planning Commission on June 6, 1996 (public hearing) and before the Corcoran City Council on June 13, 1996; that the City Council makes the following: FINDINGS OF FACT 1. That the 2.9 acre homestead and the 73+ acre farmstead be combined into one parcel. 2. That there is no outside storage on the property. 3. That the applicants, their heirs and assigns, acknowledge and agree that the use of the accessory structure, within a R -1, rural residential district, is limited to residential and/or agricultural storage of equipment and restricts the use of said building from commercial storage, with the exception of his business equipment which consists of a truck, low -boy, dozer, bobcat, traxcavator, and backhoe. 4. The side wall height of the building will be 16 feet. WHEREAS, on May 8, 1997, the City Council revised the Resolution to allow Mr. Kohnen to construct the 3360 sq.ft. accessory building on an 11 acre parcel without combining the 73+ acre farmstead and his 2.9 acre homestead into one parcel based on the finding that he would lose the Green Acres designation on the property; and WHEREAS, the application for the Land Division creating the 11 acre parcel was before the Planning Commission on June 5, 1997 and before the Corcoran City Council on June 12, 1997; that the City Council granted the land division with the condition that the applicant dedicates an additional 17 feet of right -of -way for Co. Rd. 19. Based on the above findings, the Corso Permit to Steve Kohnen to construct a 3360 sq ft located at 23240 Co. Rd. 30, City of Corcoran, and legally "A "; subject to the following conditions: a. That there is no outside storage on the property. b. That the applicants, their heirs and assigns, acknowledge and agree that the use of the accessory structure, within a R -1, rural residential district, is limited yto residential and/or agricultural storage of equipment and restricts the use of said building from commercial storage, with the exception of his business equipment which consists of a truck, low -boy, dozer, bobcat, traxcavator, and backhoe. c. The side wall height of the building will be 16 feet. d. Dedication of an additional 17 feet of right -of -way for County Road 19. Dated this , ! (7 day of DATE: % 7' 7 DATE: q --14c -q 7 DATE: q ` 1 -(97 This instrument was drafted by: City of Corcoran 8200 Co. Rd. 116 Corcoran, MN 55340 , 1997. L Steve Kohnen Applicant and Property Owner CITY OF CORCORAN Stac zenski, City Cl Exhibit "A" Legal Description (11 acre parcel): The South 761.52 feet of the West 629.18 feet of the Southwest Quarter of the all in Section 7, Township 119, Range 23, Henn. Co., Minn., according to the reco thereof. 9 e. CITY CO CORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general @ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us To: Corcoran City Council From: Mike Pritchard, Code Compliance Official Date: April 17, 2013 for April 28, 2013 City Council Meeting Re: Shane Funfar request to relocate home 1. Application Request Shane Funfar is requesting approval to demolish the existing home at 22730 Wagon Wheel Lane and relocate an existing home from 5825 Vicksburg Lane, Plymouth, MN. The property owner is proposing to raze and remove the existing dilapidated home in its entirety then construct a new foundation for the relocated home, a new septic system, and attached garage. 2. Planning Commission Review The Planning Commission reviewed this item at their April 4th meeting. A motion was made by Commissioner Krueger and seconded by Commissioner Wu to recommend approval of the request. Voting Aye: Chair Jacobs, Commissioners Krueger, Wu,and Theis. (Motion passed 4:0) 3. Context Background The City Code (1030.050) requires all relocated structures be reviewed by the Building Official and presented to the Planning Commission for their review and recommendation to the City Council. It is the City's understanding that the subject property, a 4.18 acre parcel, has been vacant for some time, and the home has succumbed to years of neglect. The home is uninhabitable, and would be extremely difficult and expensive to rehab. A Pre -move inspection has been conducted of the home to be relocated. No issues were found to exist and the home was given a pass by the Building Official to be moved into Corcoran with conditions that a new foundation be constructed and new septic system be installed, pending City 9 e. Council approval. The home to be relocated has undergone a rebuild in 2007 due to extensive fire damage, including roofing, exterior siding, and many interior updates. Zoning and Land Use The property is zoned Urban Reserve and is guided Low Density Residential. Surrounding Properties The surrounding properties are zoned Urban Reserve and Planned Unit Development. Natural Characteristics of the Site The northwest corner of the lot, where the home is to be located is high ground and surrounded by trees. The 2030 Comprehensive Plan shows wetlands encompassing much of the eastern half of the property. 4. Analysis of Request Staff finds the request to demolish the existing home and relocate the structure is reasonable. The property owner /applicant will follow all guidelines and meet all requirements and inspections for a new construction building permit, including zoning and setbacks, site -work, foundation, plumbing, mechanical, electrical and septic systems. The existing home will be demolished, razed, and removed before a building permit is issued. The home will not be moved -in until after seasonal road restrictions are removed in mid - late May. 5. Recommendation Move to approve the request, based on the finding that the ordinance standards have been met. Attachments a. Site location map b. Building permit application and plans c. Pre -move inspection application and report d. Photo of home to be relocated Funfar Interac re_ Afla w`s C i Welcome FMs Ptp a an Dadraec on dee map Results ` View oblique imagery (Bing mansl Survey Documents RD: 3211923340006 22730 Wagon Wheel La Corcoran. MN 55357 Owner: Owrrerftaxpayer Gregory Funtar GREGORY FUNFAR 6875 VICKSBURG LA Taxpayer: H PLYMOUTH MN 55440 Tax District School 041: 879 Sewer Dist: Watershed Dist: a Parcel Parcel Area: 4.18 acres 102,115 sqk TorrenslAbstract Abstract Addition: Lot: Block: Unpiatted 32 115 23 E 505 Ft 01 W1155 Metes & Bounds: Ft Of N 395 Ft Ot Se 114 Of Se 1/4 Except Road Tax Data (Payable 20121 Market Value: 5225.000 Total Tax: 53.125.52 Property Type: Residential Homestead: Homestead Year Built: 1871 Sales 1 Sale Code: Sale Price: 5237,150 Sale bete: 10/2003 Legend McAcnm Aerial - Existing Search Map I Advanced Search 4°� Print l E Link I L.' Hslo CITY DFLcRC.azbr_ BUILDING PERMIT Permit No. GO)3 t{ 1027 Date Sin /7J/3 CONTRACTOR'S LICENSE NO 1. DATE )a8)/ 3 2. SITE ADDRESS �.2 J3c. woJ Ili 1:15 LL J ZIP CODE zs ,..5 7 3. LEGAL DESC PROPERTY RIPTION I.D. NO. ....31D Il � "� SECTION 3-).- ADDITION LOT 3- :Sy —coot° LJ LS -T ) }$ ,C6.! C r b F 755-1 G ,J BLOCK . V9 o r= rat tz ;28- 325 F(e PLAT NUMBER PARCEL NUMBER 4. OWNER (Name) la ii.tC�C. Xtinl K. � 8-7 (Address) (Tel. No.) f' SS" 51 Li .7c /� FEES PERMIT FEE PLAN CHECK FEE INVESTIGATION FEE ENGINEERING FEE SITE FEE DRIVEWAY FEE CULVERTS FIREPLACE /SC .G ` PLUMBING FEE /SC SEPTIC FEE MECHANICAL FEE /SC WATER METER FEE WATER FEE SEWER FEE SURCHARGE FEE ADMIN. FEE OTHERS CONTRACTORS LICENSE TOTAL FEE 5. ARCHITECT (Name) (Address) (Tel. No.) 6. BUILDER (Name) (Address) (Tel. No.) 7. TYPE OF WORK MOUE 3�G�L/ /5 New Construction la '73Q ‘4..1 .o C c . Deck ❑ Porch ❑ Fireplace ❑ Septic ❑ Heating ❑ Plumbing ❑ Reerr- o-oting ❑ F-Ron V,c.k5.t3u2c, _L.b.,ia, /'A( /mcJi> -{ T i Alterations ❑ Addition ❑ Finish Basement ❑ Residing ❑ LJ A . €i_ Li, to Garage ❑ Chimney ❑ Misc. 8. SIZE OF STRUCTURE (Height) (Width) (Depth) 9. NO. OF STORIES JL1.) 10. ESTIMATED VALUE c)_3 _3, (-3 0 o 11. COMPLETION DATE 12. PROPERTY DIMENSION :Sts 3 Width ma // ri2Depth.36-5 13. NO. OF FAMILIES (if applicable) 0 /vt E CODE ANALYSIS TYPE OF CONST. USE OF BLDG. OCCUPANCY GROUP OCCUPANCY LOAD 14. PROPOSED ELEVATION IN RELATION TO CURB OR WATERWAY. ELEV. 15. PROPERTY AREA OR ACRES Sq. Ft. ) 3 O ) l.a 16. CULVERT SIZE Yes No ZONING DISTRICT 17. FRONT YARD set back from road property Ft. la 18. REAR YARD set back > I Ft _.>7 19. SIDE YARDS set back l3 Right Sd. � %C Lett Sd. VARIANCE GRANTED, DATE 20. MISCELLANEOUS 16 WD*r-FOA/, *lc", DLt/fl 1&nv &I.A°-DA/noeJ NEr✓ cernc SPECIAL CONDITIONS It is my responsibility to locate and establish the elevations if needed of all site improvements. Required adjustments at my expense. OFF STREET PARKING SPACES RED. SPACES ON PLAN MATERIAL FILED W /APPLICATION SOILS REPORT PLANS AND SPECS. 0 SURVEY 0 D Borings ❑ Percolation ❑ Compaction tests Sets Copies ENERGY CALCULATIONS 0 PILING LOGS 0 FIRE SPRINKLERS REQUIRED ❑ YES ❑ NO ACKNOWLEDGMENT AND SIGNATURE: The undersigned hereby agrees that, in case such permit is granted, that all work which shall be done and all materials which shall be used shall comply with the plans and specifications h rewith submitted and with all the ordinances of said CITY OF C' e .Cc.2Ay,/ applicable thereto. SIGNATURE.-6E- APPLICANT White - City's Copy Yellow - Inspector's Copy SPECIAL APPROVALS ZONINGS FIRE DEPT. HEALTH DEPT. PUBLIC WORKS COUNTY OTHER CERTIFICATE OF OCCUPANCY ISSUED DATE BY APPROVED BV B U D(NG INSPEC TOR Pink - Applicant's Copy Gold - Assessors's Copy TB FP GYW OHU Denotes Tele/Comm. Box/Ped Denotes Flag Pole Denotes Guy Why Denotes Overhead Utility Line 7' W FENCE TES ARE SHOWN ON THE SIDE OF THE BOUNDARY UNE THAT x999.8 THE FENCE IS LOCATED ON 4± LP Denotes Light Pole MB Denotes Mailbox UP Denotes Utility Pole --Denotes Existing Contour .998.8 5406:0 _ 1000.6 1031.0 T 1027.9 . 1001.3 1003.6 >3.9 ,005.8 O oar O tV 0 \ / ///1020' --■ \\\ ( 1021.6 UP 1019.1 1000.6 25 001.4 .998.0 /. .1001.4y. 1000.5 998.3 EO PIN • 0 LEGEND Denotes Electric Outlet Denotes Pine Tree Denotes Found Monument - As Denoted Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 40344 0 .99. 4 x 1006.8 'r".1 x 1002.5 ,-1002-- * // �/ LOT ,�. ▪ /�84 Ci �\ \ Hir,LES */ C 0 R 11 I / / ENGE IN DIS- RliPAIR 1005.4 o O • O ^ g.f 11MQM1 71004.5 // /1008.0 / / / r -J // // x 1002.3 L 1'- �. - / / 4007.8 / / / 0 9.4/ 1 1 (/-/ MaT -1 07 -�. '/ 1 /' 1 .101 . to�s/ ..1605.3' / :X?nif1EE/ / / // / /1)..10 S8' °51'0' "W 5051003.0 2 2.04 o � 1009.5 1006 1H UN OF ROH 365 /FEET / NO 1 008.3 1 / / 1 1 / X12.3 W Ie06.5 117103.3 r 0 1001.1 1 I Irt :ri,l, rrrla;: I� 010.5 / I � s / 1 . 1 1 ' 1016 8 1 ) 018.1 •° -'1REE 20-14 016.7 .10.7.5) ) _-4--__- NOT AaARIE AT / TAIr cr NE S14PO£Y lLLl I 04.3 1 ttI 1.1001.9 S`• 1 a 1 1 I `\ 1015.6 1 1 10094 1 1 1 .1000.8 1 1 1 1 I `� .1001.2 I J 1 1 EAST /5 5 FET OF THE ', EIST 55 FEET 1 1 013. I 1x'1003.8 1 1015.6 I I I 1 p.'a16 :I 1 y P 1 I 1 1 s ■ 1 i j `\ i . 11 i `1 1013.6 \� `\ 11,,I 1 'k 1004.0 `\ 01001.5 1001.3. W I I )010099 \ L X/ 1015.5 1 1 1 1 Oq 100NOR\H 365 FEET -� lt a� I 1 1 6T \\ • 1002.2 \J \ � 7(, .1013.8 11 Yi : \ \ - I 50 l x1004.8 \ \ /// / \ 1009,7 111 1 \\ N. \p0+ \ Q°flwo ....• / \ \ l • \ \ / ! a g� �fooz.o / / a / / // { {{{{{ \ TH -SE 1/\'4 OF THE S:: /4 OF •10031 1 81o1r\9• 1007.3 \\ \ / • 101 J.5 III\\ I I I \ x1004.5 // 1 I \ \ \ I \ • \ 1 0103.1 - .r - _ \` \\ \\ // -1 �/ \ 1 \ ` ". `\ \ x 1003.3 25 / \ \� \ 1015.9 / / \\ R \\ 10 °� \ .loo ems\ SECTION\ 32, TOWNy 11P 119, RANGE 3 / // /mz.l 1 \ \\ \- /// / / i 1' / / o11.s �ITtNOE���.Ra09.z \ \ v / 010125 ° E 010.1 `\ \ / OHU I.s X10.' \ `7 / UP 1nFSn / ©1011.0 ` / / .1(106•1 0 // / ',./..- � -.-- 1014.3 ! TIf� %03.9 ���ggg999/ / / �/ V/ 10l5.3 / I /1 /1//� j /// / / rt / - kl '/ I 1 '/ 1015.2 ,/a / .001 \) / 1 ;10i5.7 / 1 / 1 1 § 1 . i W T ,/ 1 5 /' /7/ !1 / ti --F / '6 /1 ! .1911.8 / x1014.7 1 -. / le / 2 013.9 l & / - 4' �// 6 r- 7 111:,•,1 TREE 016I6*10LP 15.7 015.9 1016.6 .1000.3 N E R 1000.4 2811 m 41 I FENCE IN dS-REP JR +1004.7 \O IS.BL�LF 1 1003.7 \ I \ 1J t�l 1/2 OPEN \\ R 1 \ 11 .1004.9 25 /r, 1001.8 10 01.0 015 x 1001.8 1 1002.4' ` � 0 1001.6 44 1001.4 S 1017.0 1 1019.8 1010.2 I --- 1-- -- PRI�RRI' SiRVG1Gae 4 UN •-- 11017,.0 x 1016.5 \2 .1016.5 1 616.3 1 LP 1016.0• "' 1015,8 n .1019.3 024.5 \ .1019.4 / > .1017.8 1016.0 - • /'� 1015.2 . - SOUTH UNE cw-34 c 34 NOR1H 365 FEET / .1 016.8 S88451'09 01W 199.75, 1014.8 ! \ 1014.8 1014., re / 7 OYN 1011.8 125.57 R =60.00 \ 4,=119 °54'25" C= 103.87 " \C.B. =589 °51'09 "W 1010. FD i /4• scup 100715 SOU14 LINE OF THE xNORTH 385 FEET v / 1005.0 SITE ADDRESS 22730 Wagon Wheel Lane, Corcoran, MN 55364 DESCRIPTION OF SUBJECT PROPERTY East 505 feet of the West 1155 feet oldie North 365 feet of the SE 1/4 of the SW 114 of Section 32, Township 119, Rouge 23, Hennepin County. NOTES This survey does not purport to show all underground utilities. The source of infomlaton from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651. 454 -0002 for precise onsite location of utilities prior to any excavation. No Trle Commitment was received nor was relied upon as to matters of record. The subject property appears to lie within Zone X, (area of areas outside the 1-percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where avenge depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required In these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0153E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency 01004.7 Web Site. \ \l .1002.3 / O to 01003.7 O N O / O / to , / / / / '10138.0 1015.4 ,0195 18 1014.) / 10 GRA V . L ROAD\WAY 1015.0 / W W AG'O EEL- "LANE ■ 1014.' 1013.8 .1014 FIELD CREW JDV DRAWN BY JML CHECKED BY DEP DATE 03 -12 -13 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILI.EGITMATE USE. T 7 30 15 0 15 30 60 SCALE IN FEET $89 °51'09 "W 201.39 .1007.0 .1004.6 1 01005.6 .1005.5 P SATHRE - BERGQUIST, INC. 4':.4, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -8000 �p Ax' PAP NORTH Ares lafonnation : Lot Area= 182,125 Sq, FL - 4.18 Acres Current zoning and setback in formation: Zoning: Urban Reserve Building Setbacks: Major Roadway Front Yard - 100 feet Minor Roadway Front Yard - 50 feet Front Porch - 40 feet Rear Yard - 30 feel Side Yard - 25 fat Building Height: 35 feet 'Zoning and Setback information provided by the Planning Department of the City of Corcoran. Survey coordinate and bearing basis : Hennepin County No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws. Its reproduction and redistribution without proper consent is prohibited. Benchmark: MN/DOT Geodetic Database Station name: 2722 P Reset 2012 Elevation 1030.533 (NAVD 88). I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor Under the laws of the State of Minnesota Dated this 120 day of March, 2013. SATHR BERG() 1ST, INC. Ask. \ C.••,...n. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 TWP.119 - RGE.23 - SEC.32 HENNEPIN COUNTY BOOK XXX/PAGE XXX CORCORAN, MINNESOTA CERTIFICATE OF SURVEY PREPARED FOR GREG FUNFAR FILE NO. 28535-001 1 CITY OF W0-1-Oi , -) BUILDING PERMIT Permit No. 13 —OC 9 Date i—S14°,3 CONTRACTORS LICENSE NO. Erg I Y 2. SITE ADDRESS 0S- 116-423- 111-cno3 ZIP CODE 55I 't - f14!y' 3. LEGAL DESCRIPTIOc PROPERTY I. D. NO d SECTION LOT Z ?E -/ vc /tvS'Ec -p© /v -t9� BLOCK ADDITION PLAT NUMBER PARCEL NUMBER OWNER 4. 5 r )-1IJ ARCHITECT (Name (Name) (Address) VV)r (Address) (Tel. No.) tom: �is P ✓�� (Tel. No.) 6. BUILDER (Name) (Addre Tel. No.) 7. TYPE OF WORK Fireplace ❑ Septic ❑ New Construe ti on ❑ Heating ❑ Plumbing 0 Reroofing ❑ Alterations 0 Addition ❑ Finish Basement ❑ Residing ❑ Deck yv., Porch ❑ Garage( Chimney ❑ Mize FEES OA PERMIT FEE /s0t PLAN CHECK FEE INVESTIGATION FEE ENGINEERING FEE SITE FEE DRIVEWAY FEE CULVERT $ FIREPLACE /SC PLUMBING FEE /SC SEPTIC FEE MECHANICAL FEE /SC WATER METER FEE WATER FEE SEWER FEE SURCHARGE FEE ADMIN. FEE OTHERS CONTRACTORS LICEN. /d r tav TOTAL FEE L 8. SIZE OF STRUCTURE (Height) (Width) (Depth) 9. NO. OF STORIES 10. ESTIMATED VALUE 11. COMPLETION DATE 2. PROPERTY DIMENSION Width Depth 13. NO. OF FAMILIES (If applicable 14. PROPOSED ELEVATION IN RELATION TO CURB OR WATERWAY. ELEV. 15. PROPERTY AREA OR ACRES Sq. Ft. 16. CULVERT SIZE Yes No CODE ANALYSIS TYPE OF CONST. USE OF BLDG, OCCUPANCY GROUP OCCUPANCY LOAD ZONING DISTRICT 17. FRONT YARD set back from road property Ft. 8. REAR YARD set back F 9 SIDE YARDS set back Right Sd. Left Sd VARIANCE GRANTED, DATE 20. MISCELLANEOUS k/ L i/Ja w' 7i ;-n .J 1141 S 1-I O J s . - Rey„ r52 :hoc 7 FR. FreE_ z- h27_30 vJr.,z..,l.i' wJ)4zzP Li �- C3,5-7 33- 111 -2-S- 3Y.♦r (ti. SPECIAL CONDITIONS It is my responsibility to locate and establish the elevations if needed of all site improvements. Required adjustments at my expense. OFF STREET PARKING SPACES RED. SPACES ON PLAN MATERIAL FILED W /APPLICATION SOILS REPORT 0 Borings D Percolation D Compaction tests PLANS AND SPECS. D Sets SURVEY 0 Copies ENERGY CALCULATIONS 0 PILING LOGS 0 FIRE SPRINKLERS REQUIRED ❑ YES D NO ACKNOWLEDGMENT AND SIGNATURE: The undersigned hereby agrees that, in case such permit is granted, that all work which shall be done and all materials which shall be used shall comply with the plans and specifics tions herewith submitted and with all the ordinances of said CITY OF ( bviAtord applicable thereto. SIGNATURE OF APPLICANT White - City's Copy Yellow - Inspector's Copy ZONINGS FIRE DEPT. SPECIAL APPROVALS HEALTH DEPT. PUBLIC WORKS COUNTY OTHER CERTIFICATE OF OCCUPANCY ISSUED DATE APPROVED BY UILDI1 G INSPECTOR Pink - Applicant's Copy BY Gold - Assessors's Copy 07:09 AM METRTO WEST BUFFALO OFF I 7t /'3 - °`'' 763 684 0383 METRO F12.ST INSp1.: C7YoN SERVICES, INC 13ox 448 I Qrc(fo, MN 5,5357 12/ 479 -1720 FAX 012/ 479.3090 • MOVED STRUCTURE (I- louse) INSPECTION REPORT PRESENT LOCAT7 ©N, S8a s rwa c k-c �,�.s ��,�. fr/wHou /NS/'SCIYQNREQcTE Ell 'CITY TQ.aE. MOVED Cfcora aa730 N Wh An on-site InspeciiOn was made•al tine above :captioned address and the following sterns will need, to be addressed If structure is moved to the City Of orcor4;, 1 .ROOF, VeniilailonS Shingles Ot- Flashing ` SIDING A1A772RIA1 S Painting V 3. sOrrns; ventilailor Condition 60000 Palnling N% Conrlllinn �� 4, STAIRWAYS, Meets Coci Does Not Mc;ei Code !IANDTiAILS and G IARDRAII S: Meets Cod �F aoes Not Meet Code kiln Joists E/st1 f'onnclrriio/1 Wai1S / 6. INSULATION AMC Baser errt P.4i METRTO, WEST LUFFALO Drr 763 684 03S3 7, Mt7/Q DLJECTORu Located irl: 13edr©o1Y1 Bach Flo Co% Cr, 9/eA-ehn ,VCCO i4) Ljro ✓54X . e. EGRESS WINDOWS: !provided in 2aCti r CUF0Or . Cit. S 10Vided in Basement yew 8/" 6.i/ en nio✓e .9. FlftE WALL($): • Provided Between House & Gigs Not Applicable 10. A'171CACCESS (22" x 30") 1'rovlded In 19afwn Required® 1st 13e 11, .HI?EPL1CLls): Must Provide 2" Clearance to Combustibles � r 12. PLt1AIE31NG: Vents Provided 5 lbs. Air Tested Manometer Plumbing-Test Must be Provide . / // /' / Cant'( /r ant I7 •5USC f{ fitter 6' k rc C. 0 MECPIAMCAL: Chimney Meets clearances Gas Line Test Condition of Furnace 14. ELECTRIC inspected by Stale Electrical inspector. 6e /ore- CO /sl'vC." Structure must meet current building code. Plans to be submitted and building permit secured before work is started. Any quesilons, please call our office. Building Cnspeclor = igFA-1 7 yL /3/4/v--c- 4s Ui r`Y 7 C//9-7/A) GC tCG A. /1)S c Can rid b r` d Funfar Home to be Relocated Wenck Engineers • Scientists Business Professionals Wenck File #2294 -17 April 2013 unmatched Service strategic Advice technical Excellence Lennar Development Infrastructure Feasibility Study Prepared for: THE CITY OF CORCORAN, MN 8200 County Road 116 Corcoran, MN 55340 Prepared by: WENCK ASSOCIATES, INC. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359 -0249 (763) 479 -4200 1- 800- 472.2232 Corporate Headquarters: 1800 Pioneer Creek Center, PO Box 249, Maple Plain, MN 55359 www- wenck.com Maple Plain, MN Woodbury, MN Windom, MN Roswell, GA Fargo, ND Mandan, ND Minot, ND Cheyenne, WY Buffalo, WY 763- 479 -4200 651 - 294 -4580 507- 831 -2703 678 - 987 -5840 701- 297 -9600 701- 751 -3370 701 -858 -9999 307- 634 -7848 307- 684 -7953 Table of Contents 1.0 INTRODUCTION 1 -1 2.0 SEWER 2 -1 2.1 Sewershed Flow and lift station capacity 2 -1 2.2 Option A Alignment 2 -2 2.3 Option B Alignment 2 -2 2.4 Option C Alignment 2 -3 2.5 Discussion and costs 2 -3 3.0 WATER 3 -1 3.1 Option A 3 -1 3.2 Option B 3 -1 3.3 Modeling 3 -2 3.4 Results and Discussion 3 -3 3.5 Options and next steps 3 -4 4.0 TRANSPORTATION 4 -1 5.0 FINANCING 5 -1 T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx April 2013 4 Wenck Table of Contents (Cont.) TABLES 1 Sewer Costs 2 Water Main Costs FIGURES 1 Utility Route Options & Conflicts Map 2 Development Locations APPENDICES Appendix A: Appendix B: Concept Utility Report for Public Infrastructure (Bonestroo, 2005) Revised Boundary for 2013 Regional Development Study T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx ii April 2013 Werick 1.0 Introduction Lennar has requested a feasibility study for estimated costs for utilities and recommendations for transportation improvements to serve the proposed development generally located in the northwest quadrant of the County Road 101 and Hackamore Road intersection. The entrance to the development is proposed to be at Gleason Road and County Road 101 (CSAH 101). This report looks specifically at the feasibility of providing sewer and water service to the proposed development, and transportation needs for ultimate buildout. Contained in the report are multiple options for sanitary sewer and water main service by the City of Corcoran. Each utility option is discussed, with assumptions, costs and schematically shown on Figure 1. The Corcoran and Medina developments studied for transportation are shown in Figure 2. Financing options of the development infrastructure will be further detailed as a larger study moves forward. The 2013 work will build upon prior work (see Appendix A) from the 2005 report on area charges and development costs. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 1 -1 April 2013 Werick 2.0 Sewer Three alignment options (A, B and C) have been identified for serving the Lennar Development with City sewer as identified on Figure 1. Each option presents challenges and benefits, and were previously studied under a prior development scenario. Gravity sewer system was eliminated as an option due to the terrain between the proposed development and the proposed Met Council Lift Station north of CR 10. The resulting three options are pressure sewers, each requiring a lift station to be installed near the northeast portion of the proposed development. The lift station will be located in the natural low point of the area in cooperation with the development layout. The following paragraphs will discuss the sizing of the lift station and force main along with a summary of each alignment option, including assumptions and unknowns that need to be determined prior to design and construction. 2.1 SEWERSHED FLOW AND LIFT STATION CAPACITY The tributary area of the lift station is comprised of the proposed Lennar development, the existing parcels currently platted as well as remaining developable land. Assuming a usage rate of 275 GPD for existing and proposed parcels, and a range of 0.01 to 0.07 MGD per acre of remaining developable land, a resulting total flow of the fully developed tributary area was calculated to be 1.35 MGD to this LS. This compares to an estimated flow of 1.45 MGD listed in the 2030 Comprehensive Plan completed by Bonestroo. Looking at only the proposed Lennar Development, assuming 275 MGD per parcel, the resulting flow to the lift station was calculated to be 0.58 MGD. Comparing only the proposed development to the total tributary area, the size of the force main pipe that would be needed ranges from 5 inches to 8 inches respectively. For this report, a 6 inch force main was assumed for cost estimations. This would require a larger pipe to be installed in the future to fully service the entire tributary area. The lift station structure would be sized to support the entire tributary area, with smaller pumps installed initially, and additional pumps or larger pumps installed once the entire tributary area is developed and connected to the City sewer system. Summary of Calculations 1. Flow of 0.58 MGD with the full Lennar development build out. 2. Total flow would require an 8" forcemain. 3. Interim flow would only require a 5" forcemain. An 8" forcemain could be installed initially, but would require pumping variations to achieve cleansing velocities. 4. The lift station structure will be built to maximum buildout, with two smaller pumps to handle the interim flow. A third or fourth pump will be necessary when the tributary area is fully developed. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 2 -1 April 2013 Werick 2.2 OPTION A ALIGNMENT This alignment provides for a force main to be installed from the lift station easterly along White Tail Trail to CSAH 101, where it will cross under CSAH 101 and be installed within the east portion of the available ROW of CSAH 101. The force main will cross back to the west side of CSAH 101, south of the Brockton Lane intersection, and run within the Lion's property, west of Brockton Lane, to CSAH 10, assuming a minimum of a 20 foot easement required. The alignment will cross CSAH 10, and be installed within the existing City easement to the MCES Lift Station. This alignment assumes that: The east ROW of CSAH 101 provides sufficient room for the force main to be installed a minimum of 10 feet from the exiting Maple Grove water main along with sufficient distance from the shoulder of CSAH 101. Minimal private utilities are located within the ROW to present installation and maintenance challenges. Easement south of 68th Avenue will be granted by the property owner. Maple Grove will allow the installation of the force main via directional drilling without the need for a casing under residential street crossings. The Corcoran Lion's Club will grant a minimum of a 20 foot easement for the installation and maintenance of the force main. Other alignment options were reviewed and ruled not feasible or economical due to: West ROW of CSAH 101 and Brockton Lane is currently an average of 15 wide with two existing gas lines and a fiber optic cable installed within the ROW. Variation in terrain also presents challenges. East ROW of Brockton Lane varies in available ROW and would require additional pipe length, bends and high points, as well as additional easements. This could be further explored at Lennar's request. 2.3 OPTION B ALIGNMENT This alignment provides for a force main to be installed from the lift station, north along the development property, and diagonally to the northeast across existing privately owned parcels, assuming a minimum of a 20 foot easement, and onto Lion's Club property. The force main would run within the Lion's property, west of Brockton Lane, to CSAH 10, assuming a minimum of a 20 foot easement required. The alignment will cross CSAH 10, and be installed within the existing easement to the MCES Lift Station. This alignment assumes that: - Private owners of parcels (same as prior development) will grant necessary permanent and temporary easements for installation and maintenance of the force main. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 2 -2 April 2013 Werick The Lion's Club will grant a minimum of a 20 foot easement for the installation and maintenance of the force main. The force main will be able to be open cut through the existing terrain. Access to the force main for maintenance and repairs will be difficult due to private ownership of parcels, with access points at either end of the force main. Low areas could present a problem. The alignment of the force main would favor the outer edges of existing wetlands, requiring restrained joint pipe due to the poor soils. 2.4 OPTION C ALIGNMENT This alignment provides for a force main to be installed from the lift station, north along the development property, and continuing north along across existing privately owned parcels (i.e. golf course or residence), assuming a minimum of a 20 foot easement, up to CSAH 10. The alignment will cross CSAH 10, and be installed to the northeast along the property line of the existing property owner the City has worked with on the 2012 Corcoran Sewer and Water Utility project. This alignment assumes that: The north ROW of CSAH 10 would provide insufficient room for the force main to be installed without an easement and would require additional pipe versus the proposed alignment. This alignment could be explored at Lennar's request. The proposed alignment, running on the rear of the parcels north of Co. Rd. 10, will be a more favorable route due to the shorter length. Private owners of parcels will grant necessary permanent and temporary easements through parcels for installation and maintenance of the force main. The force main will be able to be directionally drilled under the existing wetland, but may be challenging due to poor soils for drilling. The pipe through the existing wetland will require restrained joint due to the poor soils. Access to the force main for maintenance and repairs will be difficult due to private ownership of parcels, with access points at either end of the force main, and at public road crossings. Existing wetlands would present issues with repairs. 2.5 DISCUSSION AND COSTS The sanitary sewer service method is well defined as lift station and force main. The route can be discussed and explored further if Lennar prefers a route involving other private property owners. Construction costs are shown on Table 1 for the three options and include a 20% contingency. The public ROW option (Option A) is the most expensive at $960,000, Option B is $730,000 and Option C is $800,000. The questionable soils condition and cost of dealing with numerous private owners may create a situation where Option A is the preferred option based on timing and known costs and schedule. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 2 -3 April 2013 Werick 3.0 Water We have identified two options (A and B) for serving the Lennar Development with City water as identified on Figure 1. Each option was modeled for pressure and flow and the following paragraphs will discuss each option and the assumptions formulated from the modeling. The modeling of the existing and proposed systems is discussed along with the water demand by the Corcoran development, the availability of Maple Grove water, fire flows and water pressure, including assumptions and unknowns that would need to be determined prior to design and construction. 3.1 OPTION A Option A titled "Fieldstone Connection" (not yet discussed with Maple Grove) provides for water to be supplied to the first phase of the proposed development (approx. 50 homes) with the low cost approach of utilizing a connection to the existing 12 inch water main on the east side of CR 101 at Fieldstone Ave. This option requires a casing to be installed under CR 101, a booster station to be installed on the Corcoran system and a meter manhole to be installed on the east side of CR 101 at Fieldstone Ave. This option assumes that: There is only one connection to the existing Maple Grove system. There is sufficient Right -of -Way available on the east side of CR 101 for the meter manhole connection to the existing system. Private utility conflicts will not be an issue. Pressures at 43 PSI will not be ideal for proposed homes. Homes will be built at an elevation of 990 or lower. Additional modeling will take place to determine the full buildout pressures and flows. 3.2 OPTION B Option B provides for the installation of a 12 inch water main from CSAH 10, south to the proposed development in addition to the Fieldstone Connection discussed in Option A. The connection would be valved closed during typical use, and opened for fire flow. The alignment of the 12 -inch water main would cross under CSAH 101 from the development, at Gleason Rd., and be installed north within the east portion of the available ROW of CSAH 101. The water main will cross back to the west side of CSAH 101, south of the Brockton Lane intersection, and run within the Lion's property, west of Brockton Lane, to CSAH 10, assuming a minimum of a 10 foot easement in addition to the 20 foot required under the Sewer Forcemain Option A alignment. The alignment will cross CSAH 10, and connect to the existing water main. This option requires three casings under county roads, a booster station to be installed on the Corcoran system and a meter manhole to be installed on the east side of CSAH 101 at Fieldstone Blvd. This option assumes that: T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 3 -1 April 2013 Werick The east ROW of CSAH 101 provides sufficient room for the water main to be installed a minimum of 10 feet from the Sewer Forcemain Option A alignment and the existing Maple Grove water main along with sufficient distance from the shoulder of CSAH 101. Minimal private utilities are located within the ROW to present installation and maintenance challenges. Easement south of 68th Avenue will be granted by the property owner. Maple Grove will allow the installation of the water main via directional drilling without the need for a casing under residential street crossings. The Lion's Club will grant a minimum of a 10 foot easement for the installation and maintenance of the water main. There is only one "active" connection to the existing Maple Grove system. There is sufficient Right -of -Way available on the east side of CR 101 for the meter manhole connection to the existing system. Pressures at 43 PSI will not be ideal for proposed homes. Homes will be built at an elevation of 990 or lower. Additional modeling will take place to determine the effect on the entire development. 3.3 MODELING Computer modeling of the distribution system was performed using Bentley's WaterCAD program to determine the possible effects on Maple Grove homes and also conditions for the first phase of the proposed development (50 homes). Using a model previously developed by Maple Grove, modifications representing the proposed development were implemented and executed. For the purposes of this report, the water model was executed to determine the feasibility of building the first phase of the proposed Lennar development by connecting into the existing Maple Grove system, and then supplementing it with a 12 inch pipe from the CSAH 101 and CSAH 10 intersection at a later date. As noted previously, Maple Grove has not approved this option and the study will be provided to the City as discussions continue. This approach lessens the initial financial burden on the development, and would provide the overall trunk system at ultimate buildout. The model also explored the pressure and fire flows that would be available under each option. The model runs assume each parcel will require 350 GPD, with home elevations at 990 or less. The models were computed under average daily demands and the pressures in the tables below reflect what would be anticipated at street level at an approximate elevation of 990 or less. For reference, typical municipal system working pressures are around 60 PSI with fire flows of 1500 GPM for residential areas. The model was first computed without any modifications to establish a base comparison for the Maple Grove system and is identified in the table as Existing System (No Corcoran Connection). A 12 -inch pipe and a junction node (Node ID: Gleason Road) were then added to the model to represent a 50 residential development at Gleason Road. The pipe supplying this development was inserted at the intersection of County Road 101 and Fieldstone Avenue and headed 1,000 feet to the west along Gleason Road. This Model is identified as Option A w/ 50 New Homes in the table below. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 3 -2 April 2013 Werick The final execution involved installing a 12 -inch pipeline to the north to a junction at the intersection of County Road 101 and County Road 10 (Node ID: CR 101 /CR 10). This would serve the development from the CR 10 /CSAH 101 connection, with the Fieldstone connection valved off and available for fireflow only. This is identified as Option B w /50 New Homes. Pressure and Flow Summary Table Existing System (No Corcoran Connection) Option A W/ 50 New Homes Option B W/ 50 New Homes Junction Pressure (PSI) Available Fire Flow (GPM) Pressure (PSI) Available Fire Flow (GPM) Pressure (PSI) Available Fire Flow (GPM) Gleason Road - - 41.6 1500.7 41.6 1890.5 CR 101 North of Fieldstone 39.6 1739.2 39.4 1708.7 39.4 1724.6 Fieldstone /CR 101 41.3 1678.5 41.1 1637 41.2 1911.2 68th Ave /CR 101 41.7 2196.2 41.6 2159.6 41.6 2160 CR 101 /CR 10 46.9 2673.4 46 2638.8 46.8 2673.2 3.4 RESULTS AND DISCUSSION Results show that the proposed development will have little effect on the existing Maple Grove system. The addition of the Gleason Road Junction with a water use demand installed does have a slight negative impact on the fire flow available calculated at some of the junction nodes, particularly the junction nodes very near the modeled development. It is also shown that the 12 -inch waterline connection to CSAH 101/ CR 10 maintains similar fire flow availability at the development as well as within the existing system. Additional modeling is warranted to: • Evaluate the effect of replacing the 12 -inch pipeline from the Gleason Road junction to the north with a shorter length of pipe connecting two pipes within the existing system along County Road 101 between Fieldstone Avenue and 68th Avenue. This shorter length of pipe may have the same effect as the much longer 12 -inch pipeline and provide less expense. • Determine the effects of the larger development. With this additional modeling could also be used to evaluate more alternatives to supply adequate flow and pressures to the development. The model is capable of evaluating the addition of pumping systems and their effects on the system. It is likely that proper placement of a potential pump station could be of benefit to the proposed development as well as Maple Grove's existing system. Other modifications could be easily analyzed such as, looping pipe networks, determining adequate pipe sizes and many other options available with the program to develop a concept suitable to provide adequate water supply and pressures. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 3 -3 April 2013 Werick • Determine the effects of a booster station. • Determine ultimate build -out for the area to look at fire flow for higher homes within the Lennar development. 3.5 OPTIONS AND NEXT STEPS An important step for the development is to provide results to Maple Grove, and discuss the alternatives available for servicing Lennar. A booster station is necessary, and Maple Grove homes may benefit also if a joint system could be developed. Additional items include: • Discuss with Maple Grove the viability of connecting initially to the 12 -inch at Gleason Road (booster system modeling could show benefit to their system). • Discuss with Maple Grove extending 8 -inch from 67th to the south to Fieldstone to help fire flows. • Discuss timing of installing the 12 -inch to the north to supplement fire flows. • Execute additional model scenarios. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 3 -4 April 2013 Werick 4.0 Transportation 4.1 BACKGROUND This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development on the following intersections: • Hackamore Road and CSAH 101 • Hackamore Road and County Road 116 • Gleason Road and CSAH 101 • Hackamore Road and Bergamot Drive 4.2 PROPOSED DEVELOPMENT CHARACTERISTICS For purpose of the traffic impact analysis, the proposed project is assumed to consist of 450 new single - family homes. Two access locations will be provided for the development, one on CSAH 101 at Gleason Road and one on Hackamore Road at Bergamot Drive. The project is expected to be completed in phases with the entire development complete by 2030. Medina currently has a development (Toll Brothers) that is in the platting process (see Figure 2). The development consists of 126 single family dwelling units. This development was included in the traffic forecasts and analyses presented in this report. 4.3 EXISTING CONDITIONS The proposed site currently consists of nine single family homes. The project site is bounded by CSAH 101 and single family homes to the east, Hackamore Road to the south, single family homes and wetlands to the north, and single family homes to the west. Near the site location, CSAH 101 is a two -lane undivided local roadway with turn lanes at major intersections. Hackamore Road is a two -lane undivided roadway near the site location. County Road 116 is a two -lane undivided roadway with turn lanes at major intersections. Gleason Road and Fieldstone Boulevard are two -lane undivided roadways. Existing conditions at the proposed project location are described below. Hackamore Road and CSAH 101 - The signalized intersection provides one left turn lane, one through lane, and one right turn lane on the northbound and southbound approaches. The eastbound and westbound approaches consist of one shared lane for all movements. No striped crosswalks are marked, however, pedestrian heads and ramps are present at the intersection. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -1 April 2013 Werick Hackamore Road and County Road 116 - The signalized intersection provides one left turn lane and one through /right turn lane on the northbound and southbound approaches. The eastbound and westbound approaches consist of one shared lane for all movements. Gleason Road and CSAH 101 - This four -way intersection is controlled with a stop sign on the eastbound and westbound approaches. The westbound approach consists of one shared left turn /through lane and one right turn lane. The eastbound approach consists of one shared lane for all movements. The northbound and southbound approaches consist of one left turn /through lane and one through /right turn lane. Hackamore Road and Bergamot Drive - The three -way intersection is controlled with a stop sign on the northbound Bergamot Drive approach. All approaches consist of one shared lane for all movements. Turn movement data for the intersections was collected during the weekday a.m. (7:00 - 9:00 a.m.) and p.m. (4:00 - 6:00 p.m.) peak periods in January and February 2013. 4.4 TRAFFIC FORECASTS To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2015. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2013 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses currently on the site. • 2030 No- Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2030 No -Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth in the area. In addition, the proposed Reserve of Medina residential development near the site and proposed development in downtown Corcoran are expected to be completed prior to completion of the subject development. Therefore, trips generated by that both developments were also used to determine 2030 No -Build Volumes. • 2030 Build. Trips generated by the proposed development were added to the 2030 No -Build volumes to determine 2030 Build volumes. In addition, existing trips generated by the uses currently on the site were subtracted from the total volume. Weekday a.m. and p.m. peak hour trip generation for the existing and proposed developments were calculated based on data presented in the ninth edition of Trip Generation, published by the Institute of Transportation Engineers (ITE). The resultant trip generation estimates are shown in Table 1. Trips generated by the proposed Reserve of Medina residential development were obtained from the City of Medina T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -2 April 2013 Werick Table 4 -1 Weekday Trip Generation for Proposed Project Use (land use code) Size Unit Peak Hour Trips Generated Daily Total A.M. Peak Hour In Out Total Proposed Project Single - Family Detached Housing (210) 450 DU 85 253 338 4,284 Existing Uses Removed Single- Family Detached Housing (210) 8 DU (2) (4) (6) (76) Net Total Added by Project 83 249 332 4,208 P.M. Peak Hour Proposed Project Single - Family Detached Housing (210) 450 DU 284 166 450 4,284 Existing Uses Removed Single - Family Detached Housing (210) 8 DU (5) (3) (8) (76) Net Total Added by Project 279 163 442 4,208 Notes: DU= dwelling unit Table 1 shows the net number of trips generated by the proposed development including reductions for existing trips. As shown, the project adds 332 net trips during the a.m. peak hour, 442 net trips during the p.m. peak hour, and 4,208 net trips daily. Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. The distribution percentages for trips generated by the proposed development are as follows: • 55 percent to /from the south on CSAH 101 • 25 percent to /from the east on Hackamore Road • 10 percent to /from the west on Hackamore Road • 10 percent to /from the north on CSAH 101 In total, 75 percent of trips to and from the development were assigned to the intersection of CSAH 101 /Gleason Road /Fieldstone Boulevard and 25 percent were assigned to the intersection of Hackamore Road /south site access. Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are shown in Tables 2 and 3. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -3 April 2013 Werick Table 4 -2 Weekday A.M. Peak Hour Traffic Volumes CSAH 101 /Gleason Rd /Fieldstone Blvd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 2 0 6 48 0 3 0 59 11 2 796 1 2030 No -Build 2 0 7 57 0 4 0 119 13 2 987 1 2030 Build 27 0 155 57 0 4 49 119 13 2 987 10 CSAH 101 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 5 179 33 126 46 13 4 67 109 166 727 14 2030 No -Build 13 226 57 149 59 15 11 121 129 197 903 19 2030 Build 13 242 92 149 64 30 23 155 129 243 1005 19 Hackamore Rd /Site Access /Bergamot Dr. EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 247 2 0 50 0 7 2030 No -Build 332 2 0 72 0 8 2030 Build 8 332 2 0 72 17 0 0 8 51 0 25 County Rd 116 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 7 61 30 29 25 9 11 52 34 90 761 33 2030 No -Build 8 72 37 42 30 14 14 380 50 108 1217 39 2030 Build 8 72 37 55 30 26 14 380 54 112 1217 39 Table 4 -3 Weekday P.M. Peak Hour Traffic Volumes CSAH 101 /Gleason Rd /Fieldstone Blvd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 0 0 0 32 0 5 4 591 61 9 100 3 2030 No -Build 0 0 0 38 0 6 5 747 72 11 168 4 2030 Build 17 0 97 38 0 6 171 747 72 11 168 32 CSAH 101 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 21 79 5 69 76 70 13 591 128 21 161 4 2030 No -Build 30 103 18 82 106 83 35 742 152 25 233 13 2030 Build 30 113 41 82 124 135 74 856 152 56 299 13 Hackamore Rd /Site Access /Bergamot Dr. EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 90 5 1 94 0 2 2030 No -Build 133 6 1 155 0 2 2030 Build 28 133 6 1 155 57 0 0 2 33 0 16 County Rd 116 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing 26 32 15 27 15 34 31 598 48 9 108 12 2030 No -Build 31 39 19 44 18 42 38 1025 67 14 446 14 2030 Build 31 39 19 52 18 50 38 1025 81 28 446 14 T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -4 April 2013 Werick 4.5 TRAFFIC ANALYSIS Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro software. Initial analysis was completed using existing geometrics, control, and signal timing. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high- density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop- and -go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. The LOS results for the study intersections are presented in Tables 4 and 5. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -5 April 2013 Werick Table 4 -4 Weekday A.M. Peak Hour Level of Service Results CSAH 101 /Gleason Rd /Fieldstone Blvd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Intersection 2013 Existing C C C D D A A A A A A A NA 2030 No -Build C C C F F A A A A A A A NA 2030 Build F F F F F A A A A A A A NA CSAH 101 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing C C C E E E D C A D C A B 2030 No -Build C C C F F F D C A D D A C 2030 Build D D D F F F D C A E F A D Hackamore Rd /Site Access /Bergamot Dr. EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing - A A A A - B - B - - - NA 2030 No -Build - A A A A - B - B - - - NA 2030 Build A A A A A A B A B C A A NA County Rd 116 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing C C C D D D D A A D A A B 2030 No -Build D D D D D D D B B D E E D 2030 Build D D D D D D E B B D E E E Table 4 -5 Weekday P.M. Peak Hour Level of Service Results CSAH 101 /Gleason Rd /Fieldstone Blvd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Intersection 2013 Existing A A A C C A A A A A A A NA 2030 No -Build A A A D D A A A A A A A NA 2030 Build C C C F F A A A A A A A NA CSAH 101 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing C C C D D D D B A D A A B 2030 No -Build C C C D D D D C A D B A C 2030 Build C C C E E E F E A E B A D Hackamore Rd /Site Access /Bergamot Dr. EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing - A A A A - A - A - - - NA 2030 No -Build - A A A A - A - A - - - NA 2030 Build A A A A A A A A A B A A NA County Rd 116 /Hackamore Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2013 Existing D D D C C C D A A D A A B 2030 No -Build D D D C C C D E E D B B D 2030 Build D D D D D D E E E D B B E T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -6 April 2013 Werick As shown, poor levels of service are expected to occur at the intersections along County Road 116 and CSAH 101 assuming existing intersection geometrics and control. The traffic volumes on CSAH 101 and County Road 116 are expected to increase significantly as development occurs in this area and areas further north. This results in poor levels of service at major intersections along each corridor. 4.6 RECOMMENDATIONS In order to accommodate the 2030 traffic volumes with the Lennar and Toll Brothers (Medina) presented in this report, we recommend implementation of the following improvements: Gleason Road and CSAH 101 • Widen the eastbound approach to include a through /left turn lane and right turn lane • Construct left turn and right turn lanes on both the northbound and southbound approaches Hackamore Road and CSAH 101 • Construct left turn and right turn lanes on both the eastbound and westbound approaches Hackamore Road and County Road 116 • Construct left turn and right turn lanes on both the eastbound and westbound approaches Hackamore Road and Bergamot Drive • Construct a westbound right turn lane on Hackamore Road at the project access Additional considerations: • Both County Road 116 and CSAH 101 are near capacity with the 2030 volumes. Both facilities will likely need to be expanded to four lanes in conjunction with additional development beyond the amount used in this study. • Traffic signal control may be needed at the CSAH 101 /Gleason Road /Fieldstone Boulevard intersection when the roadway is extended to County Road 116. T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 4 -7 April 2013 Werick 5.0 Financing 1.0 Background The City has a 2005 report titled" "Concept Utility Report for Public Infrastructure" (Appendix A) which addresses sewer and water in the area known as "Southeast Corcoran ". The Council authorized updating this report as part of a larger discussion on the Downtown area and potential 2013 projects for TIF funds. The revised boundary of the Regional Development Study is given in Appendix B. The study will include costs of: • Water mains • Water booster station o This is a permanent structure to initially boost pressure for the Lennar area, and eventually will boost to the Downtown water tower • Water Towers (2) o Water pressure modeling will be performed to obtain the "operating level" of the system • Sewer trunk lines, and • Sewer lift stations (total of three (3) - -near Downtown, near City Hall, and at Gleason Road ( Lennar). Transportation can be an additional component of the study to arrive at a comprehensive cost for buildout of the SE Area; however methods to recoup area charges for transportation are less defined since they are not directly related to an enterprise or utility fund. 2.0 Outcome The outcome of the engineering and financial study will be to set water access charges, sewer access charges, area charges and potentially estimate ultimate transportation costs. The Lennar development would involve these financing mechanisms and the potential of assessment through a "Chapter 429 process." T:\ 2294 - Corcoran \17- Lennar \Feasability Study \Lennar Development Infrastructure Feasibility Study April 2013.docx 5 -1 April 2013 Werick T - es Table 1 Sewer Construction Costs Item No. Forcemain Option A Description Unit Quantity Unit Cost Amount 1 Protect Existing Utilities Lump Sum 1 $ 10,000 $ 10,000 2 Tree Clearing Each 5 $ 400 $ 2,000 3 Erosion Control Lump Sum 1 $ 12,000 $ 12,000 4 6 -inch Sewer Forcemain - Open Cut Lineal Feet 5,140 $ 30 $ 154,200 5 6 -inch Sewer Forcemain - Directional Drill Lineal Feet 2,450 $ 55 $ 134,750 6 Jacked Steel Casing (CR 10 & CR 101) (3 crossings) Lineal Feet 300 $ 350 $ 105,000 7 Sanitary Sewer Forcemain Air Release Manhole Each 3 $ 27,000 $ 81,000 8 6" Gate Valve Each 1 $ 1,700 $ 1,700 9 Lift Station Lump Sum 1 $ 120,000 $ 120,000 10 Lift Station Site Work Lump Sum 1 $ 20,000 $ 20,000 11 90 Degree Bends Each 6 $ 1,000 $ 6,000 12 45 Degree Bends Each 4 $ 800 $ 3,200 13 Misc. traffic control, testing, etc. Lump Sum 1 $ 40,000 $ 40,000 14 Connect to Existing Structure Each 1 $ 10,000 $ 10,000 15 Gravel Road Restoration SY 850 $ 10 $ 8,500 16 Remove/Replace Culvert Each 5 $ 4,000 $ 20,000 17 Remove/Replace Access Driveway Each 5 $ 4,500 $ 22,500 16 Site Restoration Acre 5.00 $ 5,000 $ 25,000 17 Wetland Restoration Acre 0.20 $ 6,000 $ 1,200 18 Easements w/ Legal, Appraisal, etc. Acre 1.00 $ 25,000 $ 25,000 Total Sewer Construction: $ 802,050 Contingency (20 %) $ 160,000 Rounded Total $ 960,000 Item No. Forcemain Option B Description Unit Quantity Unit Cost Amount 1 Protect Existing Utilities Lump Sum 1 $ 3,000 $ 3,000 2 Tree Clearing Acre 0.7 $ 10,000 $ 7,000 3 Erosion Control Lump Sum 1 $ 20,000 $ 20,000 4 6 -inch Sewer Forcemain - Open Cut Lineal Feet 6,640 $ 30.00 $ 199,200 5 Jacked Steel Casing (CR 10) (1 crossing) Lineal Feet 100 $ 350.00 $ 35,000 6 Sanitary Sewer Forcemain Air Release Manhole Each 2 $ 27,000 $ 54,000 7 6" Gate Valve Each 1 $ 1,700 $ 1,700 8 Lift Station Lump Sum 1 $ 120,000 $ 120,000 9 Lift Station Site Work Lump Sum 1 $ 20,000 $ 20,000 10 90 Degree Bends Each 3 $ 1,000 $ 3,000 11 45 Degree Bends Each 6 $ 800 $ 4,800 12 Misc. traffic control, testing, etc. Lump Sum 1 $ 10,000 $ 10,000 13 Connect to Existing Structure Each 1 $ 10,000 $ 10,000 14 Remove/Replace Culvert Each 5 $ 4,000 $ 20,000 15 Remove/Replace Access Driveway Each 5 $ 4,500 $ 22,500 14 Site Restoration Acre 6.00 $ 5,000 $ 30,000 15 Wetland Restoration Acre 0.20 $ 6,000 $ 1,200 16 Easements w/ Legal, Appraisal, etc. Acre 2.00 $ 25,000 $ 50,000 Total Sewer Construction: $ 611,400 Contingency (20 %) $ 122,000 Rounded Total $ 730,000 T:\ 2294 - Corcoran \17- Lennar \Feasability Study\Feasibility Estimated Costs 2.20.13 Table 1, continued Item No. Forcemain Option C Description Unit Quantity Unit Cost Amount 1 Protect Existing Utilities Lump Sum 1 $ 5,000 $ 5,000 2 Tree Clearing Acre 1 $ 10,000 $ 10,000 3 Erosion Control Lump Sum 1 $ 20,000 $ 20,000 4 6 -inch Sewer Forcemain - Open Cut Lineal Feet 3,490 $ 30.00 $ 104,700 5 6 -inch Sewer Forcemain - Directional Drill Lineal Feet 2,730 $ 55.00 $ 150,150 6 Jacked Steel Casing (CR 10 & CR 101) (3 crossings) Lineal Feet 100 $ 350.00 $ 35,000 7 Sanitary Sewer Forcemain Air Release Manhole Each 3 $ 27,000 $ 81,000 8 Lift Station Lump Sum 1 $ 120,000 $ 120,000 9 Lift Station Site Work Lump Sum 1 $ 20,000 $ 20,000 10 90 Degree Bends Each 2 $ 800 $ 1,600 11 45 Degree Bends Each 2 $ 500 $ 1,000 12 Misc. traffic control, testing, etc. Lump Sum 1 $ 15,000 $ 15,000 13 Connect to Existing Structure Each 1 $ 10,000 $ 10,000 14 Remove/Replace Culvert Each 1 $ 4,000 $ 4,000 15 Remove/Replace Access Driveway Each 1 $ 4,500 $ 4,500 14 Site Restoration Acre 3.5 $ 5,000 $ 17,500 15 Easements w/ Legal, Appraisal, etc. Acre 2.5 $ 25,000 $ 62,500 Total Sewer Construction: $ 661,950 Contingency (20 %) $ 132,000 Rounded Total $ 800,000 T:\ 2294 - Corcoran \17- Lennar \Feasability Study\Feasibility Estimated Costs 2.20.13 Table 2 Water Main and Booster Construction Costs Item No. Water Main Option A Sewer Forcemain Option A $ 960,000 Forcemain Option B Unit Quantity Unit Cost Amount 1 12 -inch Water Main Open Cut Lineal Feet 200 $ 50.00 $ 10,000 2 Jacked Steel Casing (1 Crossings) Lineal Feet 80 $ 400 $ 32,000 3 Hydrant Installed Each 2 $ 4,000 $ 8,000 4 12 -inch Gate Valve Each 2 $ 3,500 $ 7,000 5 Meter Manhole Each 1 $ 30,000 $ 30,000 5 Connect to Water (Maple Grove) Each 1 $ 4,000 $ 4,000 7 2000 GPM Booster Station Each 1 $ 500,000 $ 500,000 6 Testing Lump Sum 1 $ 5,000 $ 5,000 Total Construction: $ 596,000 Contingency (20 %) $ 119,000 Rounded Total $ 715,000 Item No. Water Main Option B Sewer Forcemain Option A $ 960,000 Forcemain Option B Unit Quantity Unit Cost Amount 1 12 -inch Water Main Open Cut Lineal Feet 2,800 $ 50.00 $ 140,000 2 12 -inch Water Main Directional Drill Lineal Feet 2,440 $ 100 $ 244,000 3 Jacked Steel Casing (CR 101 & CR 10)(4 Crossings) Lineal Feet 380 $ 400 $ 152,000 4 Hydrant Installed Each 4 $ 4,000 $ 16,000 5 12 -inch Gate Valve Each 5 $ 3,500 $ 18,000 6 90 Degree Bends Each 3 $ 1,000 $ 3,000 7 Meter Manhole Each 1 $ 30,000 $ 30,000 8 Connect to Water (Lennar and CR 10) Each 2 $ 4,000 $ 8,000 9 2000 GPM Booster Station Each 1 $ 500,000 $ 500,000 10 Testing Lump Sum 1 $ 10,000 $ 10,000 11 Easements w/ Legal, Appraisal, etc. Acre 0.50 $ 25,000 $ 13,000 Total Construction: $ 1,134,000 Contingency (20 %) $ 227,000 Rounded Total $ 1,360,000 Construction Cost Summary Total Cost Sewer Forcemain Option A $ 960,000 Forcemain Option B $ 730,000 Forcemain Option C $ 800,000 Water Water Main Option A $ 715,000 Water Main Option B $ 1,360,000 T:\ 2294 - Corcoran \17- Lennar \Feasability Study\Feasibility Estimated Costs 2.20.13 Figures