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2014-04-24 - Council Agenda Packet
Agenda Corcoran City Council April 24, 2014 - 7:00 PM 1. Call to Order/ Roll Call 2. Pledge of Allegiance 3. Agenda Approval Reconvene Local Board of Appeal and Equalization 4. Open Forum 5. Presentations 6. Consent Agenda a. Draft Minutes of April 10, 2014 Council Meeting* b. Draft Minutes of April 10, 2014 Council Work Session* c. PERA Contribution /PT Officer - Resolution 2014 -22* d. Metropolitan Council 2040 Forecast Letter* 7. Claims as Presented * a. Escrow Claims (Fund #500) b. All Other Financial Claims 8. Staff Reports / Memos /Commissions a. Planning Project Report* b. Code Compliance Report* c. Financial Performance Report* 9. Planning Business / Landform a. Lennar /Vacation /Final PUD Development Plan /Final Plat* i. Public Hearing — Street Vacation 10. Unfinished Business 11. New Business a. Capital Improvement Plan Substitution* b. County Road 101 Turn Lanes* 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda 14. Council Calendar Planning Commission 05/1/14 06/05/14 07/03114 Asleson Lynch Cossette Parks and Trails Commission 05/20/14 06/17/14 07/15/14 Lynch Cossette Thomas 15. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Agenda Corcoran City Council April 10, 2014 - 7:00 PM 6a. The Corcoran City Council met on April 10, 2014, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Lynch, and Councilor Thomas. Also present were City Administrator Martens, City Attorney Carson, City Planner Lindahl, and Director of Public Safety Gormley. Mayor Guenthner called the meeting to order at 7:00 pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval Motion: made by Thomas, seconded by Lynch to approve the agenda as presented, with the addition of: Local Board of Review and Equalization Meeting Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) Mayor Guenthner recessed the council meeting at 7:02 pm to convene the Local Board of Appeal and Equalization meeting. Mayor Guenthner reconvened the regular council meeting at 7:31 pm 4. Open Forum -None 5. Presentations a. Annual Fire Report — Hanover Fire Department Chief David Malewicki presented the annual report. No action required. b. Annual Fire Report — Rogers Fire Department Chief Brad Feist presented the annual report. No action required. c. Annual Fire Report — Loretto Fire Department annual report received. No action required. 6. Consent Agenda a. Draft Minutes of March 27, 2014 Council Meeting b. Draft Minutes of March 8, 2014 Council Workshop c. Draft Minutes of March 13, 2014 Council Workshop Motion: made by Thomas, seconded by Lynch to approve consent agenda items "a ", "b" as presented Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) Motion: made by Thomas, seconded by Cossette to approve consent agenda items "c" with modification to language, "By consensus council directed staff to prepare a proposal for a possible County Road 10 Turn -back and re- route ". Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) 7. Claims as Presented a. Escrow Claims (Fund #500) Motion: made by Thomas, seconded by Lynch to approve escrow claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas Page 1 of 3 Agenda Corcoran City Council April 10, 2014 - 7:00 PM 6a. (Motion carried 5:0) b. All Other Financial Claims Motion: made by Lynch, seconded by Thomas 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. Nuisance Property Update report received, no action required. 9. Planning Business / Landform a. Metropolitan Council 2040 Population Estimates report by Planner Lindahl. Council discussed and by consensus directed staff to combine options 1 and 2 of the report presented to respond to the Metropolitan Council. 10. Unfinished Business a. Maple Hill Community Center update report presented by City Administrator Martens. Council discussed and directed staff to amend draft agreements as discussed. b. Public Works Facility Financial update report presented by City Administrator Martens. No action required. `•■F c. Rockford Varsity Baseball Field Financial Commitment report presented by City Administrator Martens. Council discussed. Motion: made by Asleson, seconded by Cossette to rescind the motion approved at the January 9, 2014 City Council meeting to approve $210,000 commitment over a 3 year period to the Rockford Varsity Baseball field construction. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) 11. New Business a. 2014 — 2015 Equipment Certificate Financing report presented by City Administrator Martens. Council discussed. Motion: made by Asleson, seconded by Thomas to approve Resolution 2014 -18 "The purchase of General Obligation Equipment Certificate of Indebtedness, Series 2014A principal amount of $442,000 ", with minor clerical changes as discussed. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) b. City Goals — 2014 Work Plan report presented by City Administrator Martens. Council discussed, no action taken. c. Park Dedication Ordinance Update Request report presented by Planner Lindahl. Council discussed and provided staff direction. d. Seal Coating Bid Approval — Resolution 2014 -17 Motion: made by Cossette, seconded by Asleson to approve Resolution 2014 -17 "Awarding 2014 Seal Coating Contract' as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) e. Road Materials Bid Approval — Resolution 2014 -16 Motion: made by Cossette, seconded by Lynch to approve Resolution 2014 -16 "Awarding 2014 Asphalt Maintenance Contracts" as presented. Page 2 of 3 Agenda Corcoran City Council April 10, 2014 - 7:00 PM 6a. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) Mayor Guenthner recessed the council meeting at 8:50 pm to reconvene the Local Board of Appeal and Equalization meeting. Mayor Guenthner reconvened the regular council meeting at 9:25 pm Motion: made by Lynch, seconded by Asleson to adjourn. Page 3 of 3 Corcoran City Council Council Workshop Meeting Minutes Mission, Vision, Values Statement April 10, 2014 6b. The Corcoran City Council met on April 10, 2014, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Lynch and Councilor Thomas. Also present were City Administrator Martens, City Planner Lindahl, City Engineer Torve, and Director of Public Safety Gormley. Mayor Guenthner called the meeting to order at 3:00 pm. Administrator Martens provided a review of the purpose of the meeting. Attendees discussed their priorities for establishing a Mission, Vision and Value Statement for the city. Mot Voti (Mc STAFF REPORT / POLICE DEPARTMENT Agenda Item 6c. Council Meeting: Prepared By: April 24, 2014 Chief Sean Gormley Topic: Action Required: PERA Contribution / PT Officer Approve Resolution 2014 -22 Background- Public Safety continues to work shorthanded with two fulltime officers and three part - time officers which are unavailable for the patrol schedule. We anticipate three officers returning to the patrol schedule in July. Discussion- Public Safety has interviewed a candidate for part -time hours. Jay McCoy currently is working part -time for Orono Police Department. We will be employing his services for the next few months to assist with our shortage. Financial Impact- None — falls within the part -time officer budget. Attachments — Resolution 2014 -22 Recommendation- Motion to approve Resolution 2014 -22 Police Officer Declaration of PERA Contributions City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -22 Motion By: Seconded By: POLICE OFFICER DECLARATION OF PERA CONTRIBUTIONS — Jay McCoy April 24, 2014 WHEREAS, the policy of the State of Minnesota as declared in Minnesota Statutes 353.63 is to give special consideration to employees who perform hazardous work and devote their time and skills to protecting the property and personal safety of others; and WHEREAS, Minnesota Statutes Section 353.64 permits governmental subdivisions to request coverage in the Public Employees Police and Fire plan for eligible employees of police departments whose position duties meet the requirements stated therein and listed below. BE IT RESOLVED, that the City of Corcoran of Hennepin County, MN hereby declares that the position titled Police Officer, currently held by Jay McCoy, meets all of the following Police and Fire membership requirements: 1. Said position requires a license by Minnesota peace officer standards and training board under sections 626.84 to 626.863 and this employee is so licensed; 2. Said position's primary (over 50 %) duty is to enforce the general criminal laws of the state; 3. Said position charges this employee with prevention and detection of crime; 4. Said position gives this employee the full power of arrest and 5. Said position is assigned to a designated police or sheriff's department. BE IT FURTHER RESOLVED that this governing body hereby requests that the above -named employee be accepted as a member of the Public Employees Police and Fire Plan effective the date of this employee's initial Police and Fire salary deduction by governmental subdivision. 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 24th day of April 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal CITY OF CORCORAN 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.mmus April 24, 2014 Ms. Freya Thamman Sector Representative Metropolitan Council 390 Robert Street North St. Paul, MN 55101 RE: Metropolitan Council's REVISED Preliminary 2040 Forecasts Dear Ms. Thamman; The City of Corcoran has reviewed the Metropolitan Council's preliminary 2040 population, household and employment forecasts and we appreciate the fact that the forecasts were revised slightly upward for our community. We understand that the draft forecasts are for the year 2040 only and forecasts for 2020 and 2030 will also be revised and incorporated into the final Thrive MSP 2040. The City is disappointed that the Metropolitan Council's preliminary 2040 forecast revisions continue to reflect a significant reduction in Corcoran's estimated number of households, population and employment. These reductions are compared below: CORCORAN 2030 Development Framework and Adopted Comprehensive Plan Thrive MSP 2040 (preliminary revised February 2014 ) Change from 2030 Households 6,100 4,500 -26% Population 17,600 11,400 -35% Employment 5,500 2,100 -62% Our 2030 comprehensive plan was developed to accommodate the 2030 forecasts and ensure that the City had guided enough land and had adequate infrastructure in place to accommodate projected growth. Since adoption of our Comprehensive Plan in 2011, the City has invested significantly in sewer and water infrastructure to facilitate the development anticipated in our adopted 2030 Comprehensive Plan. We have several development proposals that are being discussed and we recently approved our first urban development for 426 new single family lots. We expect that our infrastructure investment, regional transportation investment like the completion of Highway 610, and the energy created by the new Corcoran developments will spur growth at levels anticipated by the 2030 forecasts. While the economic downturn delayed the timing of this development, the City is slowly regaining growth and is expecting to achieve sustainable growth levels as previously anticipated, albeit with a later start date. As the economy continues to recover, development within Corcoran is expected to increase. Based on our conversation, the City expects that the Metropolitan Council will continue to ensure infrastructure investment that best supports the total capacity of households, population and employment from the City's 2030 Comprehensive Plan. To accomplish this, the adopted 2030 Comprehensive Plan intentionally provides the city with many options for the phasing of development and the mix of land uses. As noted in our November 25, 2013 letter, we will continue to review development within the context of our approved Comprehensive Plan and will continue to pursue our right to develop at the pace anticipated and with the flexibility anticipated by this plan. In summary, we continue to request that the 2030 forecast numbers be used as the 2040 forecast numbers to allow our community the flexibility to maximize our infrastructure investments. We look forward to continuing the dialogue with the Metropolitan Council as the forecasts continue to be refined as part of the Thrive MSP 2040 regional plans. Sincerely, Kenneth Guenthner Mayor Copy: Kendra Lindahl, City Planner City File Brad Martens City Administrator FINANCIAL CLAIMS CHECK RANGE 21806 - 21855 Agenda Item: 7a. Paid to Carson, Clelland & Schreder Landform Landform Landform Rosslyn Holdings Total Agenda Item: Date 413114 414114 4/4/14 4/7/14 418114 418114 418114 4116/14 4117114 4118/14 4/18/14 Total 7b Agenda Item 7a -b Council Meeting Date: April 24, 2014 Prepared By: jheinecke FUND #500 Escrow Claims Amount Project name 1,400.00 Lennar /Ravinia 13 -025 3,334.50 Lennar /Final Plat 14 -003 1,534.75 Maple Hill CC 1,930.50 Peachtree 14 -005 2,675.25 Refund 13 -032 /•4v Total Funds #500 (See attached Check Detail Register) ALL OTHER FINANCIAL CLAIMS (See attached Check Detail Register) Total of Auto Deductions TOTAL EXPENDITURES FOR APPROVAL Auto Deductions 1 Electronic Fund Transfer 1 Other Disbursements Paid to Amount Net Payroll PR07 30,275.84 Payroll Taxes 11,940.10 Paychex Fee 257.23 PI=RA 8,574.40 Citi Street - 457 Deferred Corr 1,427.11 Citi Street- Health Care Sarin 2,129.15 US Bank - H S A 1,506.15 The Hartford 431.55 Net Payroll PR08 31,115.18 Payroll Taxes 12,270.81 Paychex Fee 255.59 100,183,11 * Total amount not reflected in Cash Balances Report $ 536,022.24 $ 10,875.00 $ 108,840.69 $ 100,183.11 $ 219,898.80 H:1City Hall Informatlon\CITY GOVERNMENT1Council, Commissions & Committees\Council Information\Council Claimsl2014 Claims.xis CITY OF CORCORAN CASH BALANCE REPORT April 18, 2014 Cash GENERAL FUND G 100 -10100 310,712.26 55,379.50 RESERVES DONATION FUND G 201 -10100 14,659.12 13,703.86 POLICE DONATION FUND G 202 -10100 1,603.27 1,601.15 FIREARMS SAFETY G 204 -10100 (1,135,97) 659.27 DWI FORFEITURE FUND G 205 -10100 12,428.38 13,379.10 DRUG FORFEITURE FUND G 206 -10100 1,170.16 1,168.62 TRUCK SAFETY G 207 -10100 6,721.01 5,628.56 ASPHALT MAINTENANCE G 305 -10100 71,547.92 71,453.56 POLICE CAPITAL FUND G 308 - 10100 10,292.12 10,278.55 D /S- EQUIPMENT CERTS G 309 -10100 3,126.75 (5,862.02) CO. RD. 19 IMPROVEMENT G 310 -10100 10,037.01 (2,333.60) 2012B PUBLIC WORKS BOND D/S G 311 - 10100 18,885.91 74,165.63 TAX INCREMENT FINANCING G 401 -10100 1,813,858.99 1,630,243.97 INFRASTRUCTURE PLANNING G 402 - 10100 (297.13) (62.48) FACILITY EXPANSION D/S G 407 - 10100 (12,224.41) (14,059.50) PUBLIC WORKS FACILITY G 411 -10100 146,684.97 3,454,046.33 PARK CAPITAL FUND - DEDICATION G 415 -10100 357,880.37 332,289.36 CAPITAL - EQUIPMENT CERTS G 416 -10100 5,242.85 64,605.35 SHANNON LANE G 417 -10100 3,438.11 (3428) ESCROW HOLDING FUND G 500 -10100 16,158.22 41,313.36 CIVIC ORGANIZATIONS G 501 -10100 6,000.09 6,000.09 WATER G 601 -10100 (44,046.72) 0.00 SEWER G 602 -10100 (27,844.56) 0.00 INVESTMENT CONTROL G 999 - 10100 208.96 534.42 Total Cash 2,725,107.68 5,754,098.80 Farmers Savings Acct PARK CAPITAL FUND - MEMORIAL G 415 -10102 9,165.22 10,674.51 Change in Market Value GENERAL FUND G 100 -10105 0.00 0.00 Grand Total Cash 2,734,272.90 5,764,773.31 Due to Other Funds INFRASTRUCTURE PLANNING G 402 -20700 (177,632.76) (177,632.16) SHANNON LANE G 417-20700 (96,782.09) (96,782.09) Total Due to Other Funds (274,414.85) (274,414.85) CORCORAN, MN 04/17/14 3:49 PM Page 1 'Check Detail Register© April 2014 5 Check Amt Invoice Comment u� 10100 Farmers State Bank E 411 - 43100 -520 Buildings and Structures $_12,953.46 PAY 9 CATEGORY 8, PAY 9 Total B & D PLUMBING HEATING & AC $12,95146 Paid Chk# 021807 4/2412014 BCA CJTE E 100 -41941 -400 Repairs & Maint Cant (GENERAL $64.50 041714 CLEANING CHECK Total BCA CJTE $64.50 PaidChk #421808 412412014„ BCA CJTE E 100- 42100 -208 Training and Instruction $75.00 2838 DMT -G RECERTIFICATION E 100 - 42100 -208 Training and Instruction $75.00 3465 DMT -G RECERTIFICATION E 100 -42100 -208 Training and Instruction $75.00 3471 DMT -G RECERTIFICATION E 100- 42100 -208 Training and Instruction $75.00 3510 DMT -G RECERTIFICATION E 100 -42100 -208 Training and Instruction $75.00 3512 DMT -G RECERTIFICATION Total BCA CJTE $375.00 hk# 021$09 4124!2014 BEAUDRY OIL COMPANY ° "' "' "' " "' " "`" � °- �`• -" °° E 100- 42100 -212 Motor Fuels _$1,081.40 796104 SQUAD FUEL Total BEAUDRY OIL COMPANY $1,081.40 E 100 -43100 -227 Crack Filling $752.50 12402555 SUPPLIES Total BROCK WHITE $752.50 ,Paid Chk #...,021811. E 411 -43100 -520 Buildings and Structures _$635.50 PAY 2 SEPTIC SYSTEM, PAY 2 Total BURSCH BROTHERS INC $635.50 G 500 -20321 Lennar- Ravinia $1,400.00 040214 LENNAR 13 -025 E 100 - 41600 -300 Professional Srvs (GENERAL) $536.67 040214 ROLLING HILLS RD -LEGAL E 100 -41600 -300 Professional Srvs (GENERAL) $420.00 040214 CIVIL -LEGAL E 100- 42100 -304 Legal Fees $2,212.38 040214 CRIMINAL-LEGAL Total CARSON, CLELLAND & SCHREDER $4,569,05 Paid Chk# 021813 4/24/2014 CASH _- •...,, <' __,._ ., >,.,, „ „w „„ , „,,,,,_ R 100-41900-34405 Clean Up Day Income $200.00 CLEAN CLEAN UP DAY Total CASH $200.00' E 100 -42100 -220 Repair /Maint Supply (GENERAL) $11,00 SQUAD SQUAD TABS Total CASH $11.00 Paid Chk# 021815 4/24/2014 GENTERPOINT ENERGY HOUSTON W” ” "" .. E 100 -41941 -380 Utility & Services (GENERAL) $43.90 040714 NATURAL GAS E 100 - 45200 -380 Utility & Services (GENERAL) $247,89 04_0714 NATURAL GAS Total CENTERPOINT ENERGY HOUSTON $291,79 T CORCORAN, MN 04/17/14 3:49 PM Page 2 `Check Detail Register@ Paid Chk# 021816 4/24/2014 CENTERPOINT EN E 100 - 43100 -380 Utility & Services (GENERAL) Total CENTERPOINT ENERGY HOUSTON Paid Chk #' 021817 — 4/24/2014 - CENTURY LINK E 100-43100-321 Telephone Total CENTURY LINK Paid Chk# 021818 ��4/2�412014 m mCiNTAS - 470 � April 2014 Check Amt Invoice Comment ERGY HOUSTON $1,735.97 040114 NATURAL GAS -9100 $1 ,735.97 $93.13 032814 LAND LINE /FIRE MONITORING -9100 $93.13 E 100-43100-210 Operating Supplies (GENERAL) $25.00 470391361 PW RUGS -9100 E 100 -42100 -223 Building Repair Supplies $32.94 470391362 FLOOR MATS E 100 -41941 -210 Operating Supplies (GENERAL) $149.29 470391363 City Hall Scraper Mat E 100-43100-417 Uniforms $86.98 470391364 PW Uniforms E 100- 43100 -210 Operating Supplies (GENERAL) $25.00 470394651 PW RUGS -9100 E 100 -42100 -223 Building Repair Supplies $32.94 470394652 FLOOR MATS E 100 -41941 -210 Operating Supplies (GENERAL) $46.74 470394653 City Hall Scraper Mat E 100- 43100 -210 Operating Supplies (GENERAL) $31.40 470394654 PW Towels E 100- 43100 -417 Uniforms $86.98 470394655 PW Uniforms Buildings and Structures Total CINTAS - 470 $517.27 CATEGORY 7, PAY 6 E 411 - 43100 -520 Buildings and Structures $4,841.50 PAY 7 CATEGORY 7, PAY 7 ... .. E 100-42100-321 Telephone $63,45 040514 PD INTERNET E 100 -41941 -321 Telephone _$6145 040514 CITY HALL INTERNET Total COMCAST- INTERNET $126.90 Paid Chk# 021820 4/24/2014 f „COMMERCIAL DOOR SYSTEMS, INC E 100 - 41941 -400 Repairs & Maint Cont (GENERAL $90.00 106050 LOCK REPAIR Total COMMERCIAL DOOR SYSTEMS, INC $90.00 Paid Chk #021821 4/24/2014 E13ERTCONSTRUCTION ,•,.- E 411 -43100 -300 Professional Srvs (GENERAL) $11,526.61 PAY 16 CM PAY 16 Total EBERT CONSTRUCTION $11,526.61 Paid Chk# 021822 E 100-41910-210 Operating Supplies (GENERAL) $30.16 90828 PH- RAVINIA Total ECM PUBLISHERS INC $30.16 Paid Ciik# 021823-41241201 RENNER &SONS INC E 411 -43100 -520 Buildings and Structures $827.70 PAY 4 WELL SYSTEM, PAY 9 Total EH RENNER & SONS INC $827,70 Paid Chk# 021824 1 M4/24/20145 FEHN COINPANlES E 411 -43100 -520 Buildings and Structures $8,546.70 PAY 11 CATGORY 1, PAY 11 Total FEHN COMPANIES $8,546.70 w -w,,, ��,.�,m,,.,ri,.,,.,,,Y.,.,.-��an Paid Chk# 021825 � .r. 4/24/2014 GENERAL SPRINKLER CORP _.,._ r�,... , �,..., .�.,_�.... �w, `�' "' � � "�` "" E 411 -43100 -520 Buildings and Structures $570.00 PAY 6 CATEGORY 7, PAY 6 E 411 - 43100 -520 Buildings and Structures $4,841.50 PAY 7 CATEGORY 7, PAY 7 CORCORAN, MN 04117/14 3:49 PM Page 3 *Check Detail Register© April 2014 Check Amt Invoice Comment Tot.... al GENERAL SPRINKLER CORP $5,411.50 Paid Chk# 021826 4/24/2014 GRAINGER E 100-43100-210 Operating Supplies (GENERAL) $148.76 9411776819 SUPPLIES Total GRAINGER $148.76 Paid�Chk# 021827 4124I2014HEALTH� PAR TNERS E 100 -41300 -131 Employer Paid Health $105.99 46925985 EMPLOYER PAID HEALTH E 100 - 42100 -131 Employer Paid Health $101.12 46925985 EMPLOYER PAID HEALTH E 100-41400-131 Employer Paid Health $36.28 46925985 EMPLOYER PAID HEALTH E 100- 43100 -131 Employer Paid Health $194.52 46925985 EMPLOYER PAID HEALTH E 100-42102-131 Employer Paid Health $105.99 46925985 EMPLOYER PAID HEALTH E 100 - 41300 -131 Employer Paid Health $64.84 46925985 EMPLOYER PAID HEALTH- DONAHUE 4/24/2014 KDV LTD Total HEALTH PARTNERS $608.74 °° � w. E 100 -41540 -300 ,,,1 .81218,dl...' -"4. ...,.N��'- " "',�,.., 4 Paid Chk# 021828 4/24/2014 HENN CO SHERIFF -MC12 " °"' °" E 100 -42100 -301 Prisoner $873.00 1000043703 BOOKINGIHOUSING FEE E 100 -42100 -323 Radio Units $45.00 10043586 HCSO CAD Total HENN CO SHERIFF -MC129 $_918,00 Paid�Chk# 021'829�4124120�i4� HENN CTY WFO TE6HC901.i., E 100 -43100 -210 Operating Supplies (GENERAL) $127,20 100043830 RADIO ADMIN FEE Total HENN CTY INFO TECH - #9011 $127.20 CITY MEETINGS E 100 -41910 -300 Professional Srvs (GENERAL) Paid�Chk #�02183p. �412 412 0 1 4,�u HERC UPLIFT KOPPERHEAD RANCH AG E 401 - 41900 -300 Professional Srvs (GENERAL) $558.00 E 100 -43100 -223 Building Repair Supplies $354.00 S0045530 EQUIPMENT E 100 -43100 -223 Building Repair Supplies $621.98 S0045629 EQUIPMENT G 500 -20337 Peachtree -CPA Total HERC U LIFT $975,98 PEACHTREE 14 -005 Paid Chk# 021831 4/24/2014 KDV LTD °° � w. E 100 -41540 -300 Professional Srvs (GENERAL) $350.00 193589 AUDIT PREP Total KDV LTD $350.00 Paid Chk# 021832 .�, ,�,,.'�.�,.»�,, .,,gym «�.�M.�,,,�,.��..��.w.,.0 „._ 4124!2014 KELLINGTON CONSTRUCTION tNG m.. �N...,,�,..,.,.�,,.,4....,,... E 411-43100-520 Buildings and Structures $10,742.15 1303900014 CATEGORY 5, PAY 9 Total KELLINGTON CONSTRUCTION INC $10 „742.15 k 3 ,� .,,, m. � � ,..,� „� �, � - m�.�,, -- Paid Chk# 021833 4/24/2414 LAKES GA5 GOMPANY E 100 -43100 -380 Utility & Services (GENERAL) $795.66 20449 FUEL Total LAKES GAS COMPANY $795.66 "Paid.�.,k #021834” m412412014 LANDFORM, ti .2, w..,._,. u,� .w rv.n.�..- m.w�_,.�m , , ... ��,�.r.m, _M E 100 -41910 -300 Professional Srvs (GENERAL) $2,596.39 22046 PLANNING E 100- 41910 -300 Professional Srvs (GENERAL) $200.00 22046 CITY MEETINGS E 100 -41910 -300 Professional Srvs (GENERAL) $380.25 22046 KOPPERHEAD RANCH AG E 401 - 41900 -300 Professional Srvs (GENERAL) $558.00 22046 DOWNTOWN PROJECT G 500 -20339 Lennar -PUD Final $3,334.50 22046 LENNAR FINAL 14 -003 G 500 -20338 Maple Hill Community Center $1,534.75 22046 MAPLE HILL CC G 500 -20337 Peachtree -CPA $1,930.50 22046 PEACHTREE 14 -005 CORCORAN, MN 0411 711 4 3:49 PM Page 4 Check Detail Register© April 2014 Check Amt Invoice Comment Total LANDFORM $10,534.39 ru �..0� �.1- 412 -/2014 ,,1-- ,.°�.,.,,m�,�m, V �,n.,. vu,,.,�,,.�,�� Pa;d Chk# 021835 4124/2014 LEAGUE OF MINNESOTA CITIES ,-.-- -.— ,,�� - - -,, .. „.,,..,,�1,.,,- .",.l-- -.,��.�- "'m "° ° " ” °n' ' ° "' "" °' " °" " ° "° ° E 100-42100-208 Training and Instruction $40.00 198580 SAFETY & LOSS WORKSHOP Total LEAGUE OF MINNESOTA CITIES $40,00 Paid Chk# 021836 4/24/2014 LOBERG ELECTRIC INC E 411 - 43100 -530 Improvements Other Than Bldgs $10,680.00 22932 WIRE FUEL ISLAND E 411-43100-520 Buildings and Structures $6,247.00 PAY 1 -R CATEGORY 9, PAY 1- RETAINAGE E 411-43100-520 Buildings and Structures $8,817.00 PAY 7 CATEGORY 9, PAY 7 Total LOBERG ELECTRIC INC $25,744.00 Paid Chk #,u.ET837 ,b 412 412 0 1 4,a TOFFLER, f, u, ,, �� �M � ®,,, , ., r ,�w, m " ,W.�° .,. m...� ." ...w ,.,.m . °- �.,..,n.. �s,.,��, W _ E 100-41951-300 Professional Srvs (GENERAL) $300.00 1729550 MAINTENANCE X2 SERVERS E 100 -41951 -207 Computer Supplies $75.00 1729550 LICENSE MAINTENANCE Total LOFFLER $375.00 �,.,,.W �m ,aw,� Paid Chk# 021838 „M ,,,r .. ,.,a. ,, .rr . _„ uv a,. mn . ,wM,,,, ,, 4/24/2014 MARTENS BRAD , ,,�_... �r, .m -�.w, °�.. ...�.. "..., ",. E 100-41300-210 Operating Supplies (GENERAL) $54.88 033114 MILEAGE REIMBURSEMENT E 100-41900-210 Operating Supplies (GENERAL) $39.96 033114 WORK SESSIONS E 100 -41300 -210 Operating Supplies (GENERAL) $50.00 033114 CELL PHONE REIMBURSEMENT 031214 Total MARTENS BRAD $144.84 Paid Chk# 021839 4/24/2014 MENARDS MAPLE GROVE E 100 -43100 -210 Operating Supplies (GENERAL) $72.64 35718 SUPPLIES E 100 -43100 -210 Operating Supplies (GENERAL) $4.72 35723 SUPPLIES E 100 -43100 -210 Operating Supplies (GENERAL) $162.77 36268 SUPPLIES E 100 -43100 -210 Operating Supplies (GENERAL) ($27.98) 39270 SUPPLIES Total MENARDS MAPLE GROVE $212,15 " " "" E 100 -42100 -220 RepairlMaint Supply (GENERAL) $975.00 00100002867 SCALE CERTIFICATION Total MN DEPT OF COMMERCE $975.00 PaidChk # 021841412412614�MOLiN E 411 -43100 -520 Buildings and Structures $1,354.75 PAY 4 -R CATEGORY 2, PAY 4- RETAINAGE Total MOLIN CONCRETE PRODUCTS CO $1,354.75 ,Paid Chk #'p21842 — 412412014 – NAPA AUTO PARTS - CORCORAN������ "�'�'��� E100-43100-210 Operating Supplies (GENERAL) $6.19 939101 SUPPLIES E 100 -43100 -210 Operating Supplies (GENERAL) 942504 SUPPLIES Total NAPA AUTO PARTS - CORCORAN _$43.96 $50.15 Paid Chk# 021843 4/24/2014 NORTH SECOND STREET STEEL E 100-43100-220 RepairlMaint Supply (GENERAL) $172.00 284078 SUPPLIES Total NORTH SECOND STREET STEEL _ $172.00 E 100 -45200 -530 Improvements Other Than Bldgs $9,325.57 2014 -03 3RD BENCHMARK CORCORAN, MN 04/17/14 3:49 PM Page 5 *Check Detail Register@ April 2014 Total NW TRAILS ASSQCIATION $9,325.57 Paid CYi ic#�1421845 �4l24/2014�� OFFICE DEPOT E 100 -41941 -200 Office Supplies (GENERAL) $37.98 701588936001 SUPPLIES E 100 -41941 -200 Office Supplies (GENERAL) $27.87 703507231001 SUPPLIES E 100-41941-200 Office Supplies (GENERAL) $12.50 703507370001 SUPPLIES E 100-42100-200 Office Supplies (GENERAL) $23.16 703588839001 SUPPLIES Total OFFICE DEPOT $101.51 G 500 -20334 Rosslyn Holdings $2,675,25 13 -032 ESCROW REFUND Total ROSSLYN HOLDINGS INC $2,675.25 Paid Chk# 021847 4124!2014 SANDY LUSTHOFF , ° <.�m„ ,W,-.°�"µ�, < ° -- •,- .,rv,.. "- ��,� -, .".,... ,.::...e R100-45200-34101 Facility Rental $72.00 REFUND REFUND Total SANDY LUSTHOFF $72,00 hk# 021848 4/24/2014 SCHMID, RONALD AND MARY -�. ..,r.� E 100 -41910 -210 Operating Supplies (GENERAL) _ $358.51 12 -016 ESCROW CREDIT 12 -016 Total SCHMID, RONALD AND MARY $358.51 E 100 - 42101 -131 Employer Paid Health $350.00 2014 FSA 2014 FSA E 100 - 42100 -208 Training and Instruction $35.00 PLEAA PLEAA SPRING CONFERENCE Total STEELMAN, PAULA $385.00 PaidChk# 021850 wf .�.r. ".�,m.... 4/24/2014 VERIZON WP�RELESS �- E 100-42100-323 Radio Units $245.07 9722526904 AIR CARDS MDC Total VERIZON WIRELESS $245.07 Paid Chk# 421851 4!2412014 WESTSIDE WHOLESALE 7lRE " "" "�"" " "�" " "' " """" ' ° °� w° � E 100 -42100 -220 Repair /Maint Supply (GENERAL) 720693 TIRE #557 Total WESTSIDE WHOLESALE TIRE _$20.00 $20.00 852 4!24/2014 WILLMAR WATER & SPAS E 100- 41941 -210 Operating Supplies (GENERAL) $49,60 04_0414 OFFICE WATER Total WILLMAR WATER & SPAS $49.60 Paid Chk# 021853 4/24/2414 WRIGH7464 EPIN E 100- 43100 -381 Street/Signal Lights $20.49 040914 Co Rd 10 & St Thomas: 7500 E 100 - 43100 -381 Street/Signal Lights $20,49 040914 Co Rd 10 & Stanchion: 7600 E 100 - 43100 -381 StreeUSignal Lights $20,49 040914 Co Rd 10 & 50: 7700 E 100- 45200 -380 Utility & Services (GENERAL) $10,09 040914 8200 COUNTY RD 116 E 100-43100-381 Street/Signal Lights $20,49 040914 Co Rd 10 & Treptaus: 7400 E 100- 41941 -380 Utility & Services (GENERAL) $188.70 040914 8200 CO RD 116:150 -1684 -2003 E 100 -42100 -380 Utility & Services (GENERAL) $9,03 040914 CIVIL DEFENSE SIREN E 100 -43100 -380 Utility & Services (GENERAL) $396,90 040914 9100 CO RD 19:150 -1688 -8463 E 100- 45200 -380 Utility & Services (GENERAL) $12,05 040914 75TH AVE & HWY 116 E 100 -43100 -381 Street/Sigr4 Lights $12.05 040914 Co Rd 10 & Maple Hill: 7300 CORCORAN, MN 04/17/14 3:49 PM Page 6 *Check Detail Register© April 2014 �t� 4 Check Amt invoice Comment E 601- 49400 -380 Utility &Services {GENERAL) $8.92 040914 19090 BASS LAKE RDNUATER FLOW E 1 0 0 -41 94 9 -380 Utility &Services (GENERAL) $918.15 040994 8200 COUNTY RD 116 E 100 - 42100 -380 Utility &Services (GENERAL) $8.92 040914 SIREN MAPLE HILL E 1 00 -452 00 -38 0 Utility &Services (GENERAL} $64.63 040914 BALL PARK E 100- 43100 -380 Utility & Services (GENERAL) $74.65 040914 PUBLIC WORKS E 100 -43100 -381 Street/Signal Lights $48.32 040914 CTY RD 101CTY RD 116 SIGNAL E 100-41941-380 Utility & Services (GENERAL) $18.90 040914 SCHOOL PROPERTY Total WRIGHT HENNEPIN ELECTRIC $1,853.27 E 100-43100-381 Street/Signal Lights $23.96 407410132 Street Lighting Total XCEL ENERGY $23.96 Paid�Ch�k#, �. 021855,���,�„412 E 100 -41941 -210 Operating Supplies (GENERAL) $497.04 9000887177 SUPPLIES Total ZEP SALES & SERVICE $497.04 10100 Farmers State Bank $119,715.69 Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $30,531.40 401 TAX INCREMENT FINANCING $558.00 411 PUBLIC WORKS FACILITY $77,742,37 500 ESCROW HOLDING FUND $10,875.00 601 WATER $8.92 $119,715.69 City of Corcoran Consultant Summary April 24, 2014 Name Invoice Date Check # Amount Due Carson, Clelland & Schreder 04102114 .21812 4,569.05 KDV, Ltd 03/31/14 21831 350.00 Landform 04/07/14 21834 10,534.39 Total 15,453.44 H:ICity Hall Information\CITY GOVERN MENT\Council, Commissions & Committees\Council lnformation\Council Claims12014 Claims.xls CARSON, CLELLAND 8, SCHREDER Attorneys at Law 6300 SHINGLE CREEK PARKWAY STE 305 MINNEAPOLIS, MN 55430 -2190 (763)- 561 -2800 April 02, 2014 CITY OF CORCORAN 8200 CO RD 116 CORCORAN, MN 55340 Professional Services ..Civil 3/3/2014 Kreps, review mediation statement and conference with Brad. 3/13/2014 Prepare for meeting, review of agenda, prepare for closed session regarding sewer and water project. Meeting 3/21/2014 Research city's authority and process to rescind decision, correspondence with attorney Carson, note file. Email from Brad and respond, review correspondence from Mike Pritchard. SUBTOTAL: 3/2/2014 3/3/2014 3/10/2014 3/11/2014 3/12/2014 3/17/2014 3/25/2014 3/27/2014 .Lennar Sewer and water project, review of engineers correspondence and easements; title issues. Sewer and water project; review of information from engineer and review of information from Waytas. Sewer and water - conference with Waytas and review of appraisals. Sewer and water easement - further review of appraisals, conference with Rachael regarding preparation of council packets. Sewer and water easement -work on resolution to accept appraisals and authorize offers. Conference with Kendra regarding comprehensive plan issues and reimbursement; correspondence to Ken and Brad regarding offers; review payback agreement (Lennar). Review of questions from Kendra and respond. Amount 70.00 0.00 210.00 93.33 46,67 770.001 70.00 70.00 210.00 140.00 140.00 210.00 Sewer and water - review documents from Dale Claridge and comment, 70.00 140.00 SUBTOTAL: [ 1,050.001 .Roflinq Hills Road Project 3/25/2014 7695 Roiling Hills- review nuisance documents from Mike and correspondence. 3/26/2014 Review file, inspection reports, review code, correspondence with inspector, attorney Jeff 140.00 Carson, draft/edit resolution. y 210.00 CITY OF CORCORAN Page 2 Amount 3/26/2014 Review abatement resolution 7695 Rolling Hills and conference with John. 3/27/2014 7695 Rolling Hills Road, correspondence with code compliance official; look up property records, review city code, edit resolution; note file. 70,00 7695 Rolling Hills Road, correspondence with code compliance official, correspondence with lender, review agent submissions, note file. 46.67 SUBTOTAL: ---- 536.671 Criminal 2/27/2014 Prepare disposition letter regarding February 12, 2014 cases, review dispositions in MNCIS. 3/3/2014 Preparation of one complaint. 47.50 3/4/2014 Preparation for March 5, 2014 cases, 40.00 23.75 3/5/2014 Attend arraignments/pretrial and probation violation hearings. 63.33 Attend pretrialslarraignments. 3/6/2014 Begin disposition letter regarding March 5, 2014 cases. 63.33 3/10/2014 Bernal - preparation for rasmussen hearing. 15.83 Preparation for March 11, 2014 cases and review video. 118.75 3/11/2014 Review files in preparation for March 12, 2014 arraignment/pretrial calendar at Brookdale 71.25 court. 31.67 Attend arraignments /pretrials, court trials and rasmussen hearings. 311 212 014 Handle arraignments/pretrial calendar at Brookdale court. 142,50 3/13,2014 Preparation of one complaint. 63.33 3/1412014 Correspondence with defense attorneys, defendants, witnesses, dictate disposition letter, 40.00 noted files, jury trial preparation. 31.67 3/17/2014 Review criminal files and case histories in MNCIS. 3/18/2014 Correspondence with defense attorneys, defendants, witnesses, review discove 47.50 correspondence with victims, jury trial preparation, noted files. ry' 47.50 3/19/2014 Prepare disposition letter regarding March 11, 2014 cases, follow up instructions to legal assistant, order videos, select witnesses, prepare victim letters, 23.75 3/20/2014 Follow up from March 11, 2014 cases, prepare letters to victim's, telephone call with defense attorneys, 63.33 3/21/2014 Review and revise brief, review file and notes. 3/24/2014 Correspondence with defendants, defense attorneys, victim's, review discovery, motion documents, noted files, dictate disposition letters, identified 47.50 47.50 witnesses for ju tria #s• Jury trial preparation, correspondence with victim's, defense attorneys, review transcript, discovery, review files in preparation for March 25, 31.67 2014 arraignments/pretrial /court trial calendars at Brookdale court, noted files. Bernal - finalize brief and telephone call with defense attorney. Review criminal file and prepare letter to victim, email with victim, review corres ondence from victims attorney, review victim rights statutes. p 142.50 95.00 3/25/2014 Handle arraignment/pretrial /in custody /court trial calendar at Brookdale court. 47,50 3/26/2014 Attend arraignments, pretrials and probation violation hearings. Lobello- emails with judges clerk, emails with defense attorney and telephone calls with defense attorney. 47,50 95,00 3/27/2014 Discuss upcoming cases with attorney John Thames, review email from judge's clerk. 55.42 CITY OF CORCORAN Page Total amount of this bill $4,569.05 Previous balance $6,357.45 3/21/2014 Payment -thank you Total payments and adjustments ($6,141.82) Balance due $4,784.58 A-- mount 3127]2014 Schedule upcoming court appearances. Correspondence with defense attorneys, court, witnesses, dictate disposition letters, fetters to victims, jury trial preparation, noted files. 31.6 47.50 0 3/28/2014 Prepare disposition letter regarding March 26, 2014 cases, follow up instructions to legal assistant. 23.75 Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and fi1.25 notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period. Open criminal fifes, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact 23fi.25 and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for period. monthly Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, 40.95 prepare outgoing discovery requests, complete incoming discovery requests for monthly period. SUBTOTAL: j 1,985.95] For professional services rendered $4,342.62 Client Expense Charges Criminal Expenses: Legal process service Monthly support fee 212.00 14.43 SUBTOTAL; [ 226.43] Total Client Expense Charges $226 43 Total amount of this bill $4,569.05 Previous balance $6,357.45 3/21/2014 Payment -thank you Total payments and adjustments ($6,141.82) Balance due $4,784.58 CITY OF CORCORAN Page 4 1 hereby declare under the penalties of perjury that the foregoing statement for legal services is just and correct and that no part thereof has been paid. c/ JMQ A. Carson, City Attorney City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Invoice No. 193589 Date 0313112014 Expert advice, When you need if"", Please remit stub with payment March 2014 consulting services 03/04/14 to 03/21/14 (see attached detail) Client No. 10760 New Charges Prior Balance Total Balance Due 350.00 $ 350.00 0.00 $ 350,.00 0-30 31- 60 61-90 91 -120 Over 920 Balance 350.00 4.00 4.00 0.04 0.40 350.40 Thank you for your business! KDV, Ltd PO Box 1304 St Cloud, MN 56302 Phone: 320 -251 -7010 Fax: 320 -251 -1784 For your convenience: We accept Master Card, Visa, American Express and Discover. Call us to process. 1 % monthly finance charge added to balances over 60 days. /} \ §% zG !%Q2 / &\/ 2% «§ E [ )) f) )/ \ \ / \\ 00 d 0 = IV - ^ k d \ { � � � ] } ±\ . ®[« - $o )]k )�) \\ 000lol m o�m� q \ §% zG !%Q2 / &\/ 2% «§ E [ )) f) )/ / \\ 00 d 0 = IV - ^ § r$ \ §% zG !%Q2 / &\/ 2% «§ E [ f) )/ / \\ 00 d 0 = IV - ^ \ §% zG !%Q2 / &\/ 2% / \\ 00 d 0 = _ n 10 § City of Corcoran 8200 County Road 116 Corcoran, MN 55340 L A N O morn Silo to Fmish 105 south Fifth AvL-nu. Suite 5 13 kli'mr apnjis, KIN 554011 F O R M INVOICE: ,,,...22046 04/07/2014 40 - Final Plat Professional Services Employee Hours Rate Amount Lindahl, Kendra S 50 117.00 $58.50 Stanislowski, Max L 3.50 135.00 $472.50 Total Professional Services for 40 $537.00 Reimbursables Payee Invoice Unit Rate Qty Amount Hennepin County Surveyor's Office Plat Review 415.00 1.00 $477.25 Total Charges for 40 - Final Plat $7008.25 60 - City Meeting Professional Services Employee Hours Rate Amount Lindahl, Kendra S 2.00 117.00 $234.00 Total Professional Services for 60 $234.00 Total Charges for 60 - City Meeting $234.00 Project COR14012.GEN Corcoran Planning Services 90 - ReportslPresentation Professional Services Employee Lindahl, Kendra S 22046 Hours Rate Amount 2.50 117,00 $292.50 Total Professional Services for 90 $292.50 Total Charges for 90 - ReportslPresentation 1OWZ10 Total Charges for .001 - Maple Hill Estates PP, FP and Variance (city file 14 -001) $1,057.50 90 -RRel ortslPresentation Professional Services Employee Lindahl, Kendra S Hours 3.25 Rate Amount 117.00 $380.25 Total Professional Services for 90 It380.25 Total Charges for 90 - Reports /Presentation Total Charges far .002 - Kopperhead Ranch LLC Ag Preserve (city file 13 -002) 30 - Review Apolication Professional Services $380.25 Employee Hours Rate Amount Lindahl, Kendra S 26.50 117.00 $3,100.50 Total Professional Services for 30 $3,100.50 Total Charges for 30 - Review Application $3,100.50 60 - City Meeting Professional Services Employee Hours Rate Amount Lindahl, Kendra S 2.00 117.00 $234.00 Total Professional Services for 60 $234.00 Total Charges for 60 - City Meeting $23400 Total Charges for .003 - Lennar Ravinia Final Plat, PUD Final Plan and Vacation $3,334.50 (city file 14 -003) 60 - City Meetinu Professional Services Employee Hours Rate Amount Lindahl, Kendra S 11.00 117.00 $1,287.00 Total Professional Services for 60 $1,287.00 Total Charges for 60 - City Meeting $1,287,00 Page 2 of 4 Project COR14012.GEN Corcoran Planning Services 61 - Meeting with Applicant Professional Services 22046 Employee Hours Rate Amount Lindahl, Kendra S 2.00 117.00 $234.00 Total Professional Services for 61 $234.00 Total Charges for 61 - Meeting with Applicant $234.00 90 - Repo rtstPresen tati on Professional Services Employee Hours Rate Amount Undahl, Kendra S 3.50 117.00 $409.50 Total Professional Services for 90 $409.50 Total Charges for 90 - Reports /Presentation $409.50 Total Charges for .005 - Schendel LUGPA and PUD Sketch Plan (city file 14 -005) $1,930.50 Professional Services Employee Lindahl, Kendra S Total Charges for .90 - City Business Professional Services Employee Lindahl, Kendra S 90 - Reports /Presentation Professional Services Employee Rentsch, Matthew J Total Cha.rfr .TIF - Downtown TIF Project Professional Services Total Professional Services for Total Professional Services for Hours Rate Amount 21.00 117.00 $2,457.00 $2,457.00 Total Charges for $2,457.00 $2,457.00 Hours Rate Amount 4.00 117.00 $468.00 $468.00 Total Charges for $468.00 Hours Rate Amount 1.00 90.00 $90.00 Total Professional Services for 90 $90.00 Total Charges for 90 - Reports /Presentation $90.00 $558.00 Page 3 of 4 Project COR1401.2.GEN Corcoran Planning Services 22046 Employee Hours Rate Amount Lindahl, Kendra S 2.00 100.00 $200.00 Total Professional Services for $200.00 Reimbursables Payee Invoice Unit Rate Qty Markup Amount Lindahl, Kendra S 308 .00 60.31 1.00 $60.31 Lindahl, Kendra S 308 .00 19.77 1.00 $19.77 Lindahl, Kendra S 308 .00 19.77 1.00 $19.77 Lindahl, Kendra S 308 .00 19.77 1.00 $19.77 Lindahl, Kendra S 308 .00 19.77 1.00 $19.77 Total Reimbursable for $139.39 Total Charges for Total Charges for - �.39 $1 Invoice Amount $10,534.39 Please remit to. Lantlform, 105 South Fifth Avenue, Suite 513, Minneapolis, MN 55401 Page 4 of 4 Bill Review Report - Landform Professional Services, LLC As of Monday, March 31, 2014 Project COR14012.GEN Corcoran Planning Services Client City of Corcoran P.O. # 8200 County Road 116 Prin. Lindahl, Kendra S Corcoran MN, 55340 P.M. Lindahl, Kendra S Rate Schedule 2014 Corcoran City Rates Billing Description Unbilled Detail Date HrslUnAs Rate Markup COR14012.GEN- .001 -40 Final Plat Principal 3/3/2014 0.50 117,00 Labor Lindahl, Kendra S Principal 3/24/2014 0.25 117.00 update from Henn County about new title work req. 117,00 Finalize CC packet Lindahl, Kendra S Principal 3/25/2014 0.25 117.00 coordinate with city attorney to get new title work Principal 3/27/2014 0.50 117.00 Stanislowski, Max L Survey Lead 3!2012014 2.00 135,00 Prepare plat review packet for county review. Stanislowski, Max L Survey Lead 3/21/2014 0.50 135.00 Deliver plat to county for review. 292.50 Stanislowski, Max L Survey Lead 3/24/2014 0.50 135.00 Pick up incomplete plat review packet. O & E reports are not acceptable. Title Commitment is needed. Stanislowski, Max L Survey Lead 3/26/2014 0.50 135.00 Rec'd title commitment. Re- submit to county. Total Labor 4.00 COR14012.GEN- ,001 -60 City Meeting COR14012.GEN- .001 -90 Reports /Presentation Labor Hold 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Charge 531.00 29.25 29.25 270.00 67.50 67.50 67.50 531.00 234.00 56.50 58.50 117.00 0.00 234.00 0.00 292.50 Lindahl, Kendra S Labor 3/19/2014 1.00 117.00 Lindahl, Kendra S Principal 3/3/2014 0.50 117,00 call from Rogers Fire Chief Lindahl, Kendra S Principal 3/5/2014 0.50 117.00 project update from staff 117,00 Finalize CC packet Lindahl, Kendra S Principal 3/6/2014 1.00 117.00 PC meeting prep Principal 3/27/2014 0.50 117.00 0.00 58.50 Total Labor 2.00 COR14012.GEN- .001 -90 Reports /Presentation Labor Hold 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Charge 531.00 29.25 29.25 270.00 67.50 67.50 67.50 531.00 234.00 56.50 58.50 117.00 0.00 234.00 0.00 292.50 Lindahl, Kendra S Principal 3/19/2014 1.00 117.00 0.00 117.00 CC report and resolutions Lindahl, Kendra S Principal 3120/2014 1.00 117.00 0.00 117,00 Finalize CC packet Lindahl, Kendra S Principal 3/27/2014 0.50 117.00 0.00 58.50 prep for council meeting Total Labor 2.50 0.00 292.50 4/7/2014 9:56:43 AM 1 of 5 Bill Review Report - Landform Professional Services, LLC As of Monday, March 31, 2014 COR14012.GEN- .002 -90 Reports /Presentation Total Labor 315 0.00 38025 Labor 0.00 380.25 COR14012.GEN- .003 -30 Review Application Lindahl, Kendra S Principal 3/19/2014 0.50 117.00 0.00 58.50 draft resolutions Lindahl, Kendra S Lindahl, Kendra S Principal 3/20/2014 1.00 117.00 0.00 117.00 finalize CC packet Lindahl, Kendra 5 Principal 3/21/2014 0.50 1.17.00 0.00 58.50 met council comp plan amendment form 117.00 plan review Lindahl, Kendra 5 Principal 3/24/2014 0.25 117.00 0.00 29.25 questions from applicant about upcoming meeting /process 117.00 0.00 234.00 review plansfdiscuss at staff mtg /call to schedule meeting with lennar Lindahl, Kendra S Principal 3/27/2014 0.50 117,00 0.00 58.50 prep for council meeting 117.00 0.00 117.00 meeting follow up with city and developer Lindahl, Kendra S Principal 3/31/2014 0.50 117.00 0.00 58.50 met council submittal 3/10/2014 1.00 117.00 0.00 117.00 review plans/talk to Paul T 4/7/2014 9:56:43 AM 2 of 5 Total Labor 315 0.00 380.25 COR14012.GEN- .003 -30 Review Application 0.00 3,100.50 Labor Lindahl, Kendra S Principal 3/3/2014 0.50 117.00 0.00 58.50 talk to Joe about submittal /re view plans Lindahl, Kendra S Principal 3/4/2014 1.00 117.00 0.00 117.00 plan review Lindahl, Kendra S Principal 3/5/2014 2.00 117.00 0.00 234.00 review plansfdiscuss at staff mtg /call to schedule meeting with lennar Lindahl, Kendra S Principal 3/7/2014 1.00 117.00 0.00 117.00 meeting follow up with city and developer Lindahl, Kendra S Principal 3/10/2014 1.00 117.00 0.00 117.00 discussion with city attomey /review plans Lindahl, Kendra S Principal 3/11/2014 5.00 117.00 0,00 585.00 review plans and draft incomplete letter Lindahl, Kendra S Principal 3/12/2014 2.00 117.00 0.00 234.00 meeting with applicant Lindahl, Kendra S Principal 3/13/2014 0.50 117.00 0.00 58.50 questtons from applicant Lindahl, Kendra S Principal 3/14/2014 0.50 117.00 0.00 58.50 questions from applicant Lindahl, Kendra S Principai 3/17/2014 1.00 117.00 0.00 117.00 review submittal and talk to applicant Lindahl, Kendra S Principal 3/1812014 0.50 117.00 0.00 58.50 review submittal materials and share with city Lindahl, Kendra S Principal 3/19/2014 2,00 117,00 0.00 234.00 review materials and talk to applicant Lindahl, Kendra S Principal 3/25/2014 7.00 117.00 0.00 819.00 review plans and draft incomplete letters Lindahl, Kendra S Principal 3/26/2014 1.00 117,00 0.00 117.00 review plans/talk to Paul T 4/7/2014 9:56:43 AM 2 of 5 Bill Review Report - Landform Professional Services, LLC As of Monday, March 31, 2014 Lindahl, Kendra S Principal 3/27/2014 0.50 117.00 0.00 58.50 review additional info from lennar - irrigation Lindahl, Kendra S Principal 3/31/2014 1.00 117.00 0.00 117.00 de review and prep for meeting 4/7/2014 9:56:43 AM 3 of 5 Total Labor 2550 0.00 3,100.50 COR14012.GEN- .003 -60 City Meeting 0.00 234.00 Labor Lindahl, Kendra S Principal 3/20/2014 2.00 117.00 0.00 234.00 Neighborhood meeting Total Labor 2.00 0.00 234.00 COR14012.GEN- .005 -60 City Meeting 0.00 1,287.00 Labor Lindahl, Kendra S Principal 3/3/2014 0.50 117.00 0.00 58.50 talk to Brad about changes to PC report Lindahl, Kendra S Principal 3/5/2014 2.00 117.00 0.00 234.00 staff meeting to discuss plans/calls from applicant/public questions Lindahl, Kendra S Principal 3/6/2014 6.00 117,00 0.00 702.00 PC meeting Prep Lindahl, Kendra S Principal 3/10/2014 1.50 117.00 0.00 175.50 discussion with city attorney /parks report Lindahl, Kendra S Principal 3/11/2014 1.00 117.00 0.00 117.00 finalize parks report Total Labor 11.00 0.00 1,287.00 COR14012.GEN- .005 -61 Meeting with Applicant 0.00 234.00 Labor Lindahf, Kendra S Principal 3/19/2014 1.00 117.00 OAO 117.00 call from Paul R/DRC review Lindahl, Kendra S Principal 3/21/2014 0.50 117.00 0.00 58.50 call with Paul about escrow balance %mail about met council amendment req. Lindahl, Kendra S Principal 3/24/2014 0.50 117,00 0.00 58.50 talk to pawl r. / provide billing back up to the city Total Labor 2.00 0.00 234.00 COR14012.GEN- .005 -90 Reports /Presentation 0.00 409.50 Labor Lindahl, Kendra S Principal 3/20/2014 3.00 117.00 0.00 351.00 CC packet Lindahl, Kendra S Principal 3/22/2014 0.50 117.00 0.00 58.50 met council LUGPA form - complete for council meeting on 3127 Total Labor 3.50 0.00 409.50 COR14012.GEN -.90 City Business 0.00 2,497.54 Labor Lindahl, Kendra S Principal 3/3/2014 1.00 117.00 0.00 117.00 DRC agenda /set up dre meetings Lindahl, Kendra S Principal 314/2014 1.00 117.00 0.00 917.00 4/7/2014 9:56:43 AM 3 of 5 Bill Review Report - Landform Professional Services, LLG As of Monday, March 31, 2014 zoning calls /emaiis 0.00 _ _40.54 3/19/2014 1.00 0.00 1.00 0.00 1.00 Lindahl, Kendra S Principal 3/5/2014 3.00 117.00 0,00 351.00 office hours Lindahl, Kendra S Principal 3/6/2014 1.00 117,00 0.00 117.00 zoning calls /emaits Lindahl, Kendra S Principal 3/10/2014 1.00 117.00 0.00 117.00 zoning questions Lindahl, Kendra S Principal 3!1212014 2.00 117.00 0.00 234.00 office hours Lindahl, Kendra S Principal 3/13/2014 0.50 117.00 0.00 58.50 public info request research per Jeanie Lindahl, Kendra S Principal 311412014 1.00 117.00 0.00 117.00 zoning calls/DRC agenda Undahl, Kendra S Principal 3/17/2014 0.50 117.00 0.00 58.50 zoning calls Lindahl, Kendra S Principal 3/19/2014 3.00 117.00 0.00 351.00 office hourslproject status memo Lindahl, Kendra S Principal 3/20/2014 1.00 117.00 0,00 117.00 zoning calls Lindahl, Kendra S Principal 3/22/2014 1.00 117.00 0.00 117.00 Park ordinance memo and research Lindahl, Kendra S Principal 3/24/2014 1.00 117.00 0.00 117.00 zoning callslfinalize parks ordinance memo for brad Lindahl, Kendra S Principal 3/26/2014 2.00 117.00 0.00 234.00 office hours Lindahl, Kendra S Principal 3/27/2014 1.00 117,00 0.00 117.00 calls from residents/developers Lindahl, Kendra S Principal 3/31/2014 1.00 117.00 0.00 117.00 zoning calls and coordinate with city on escrow. Exp Code: Company Car Mileage Lindahl, Kendra S office hours Lindahl, Kendra S neighborhood meeting Lindahl, Kendra S office hours COR14012.GEN -.99 City Expenses Total Labor 21.00 0.00 2.457.00 Other Direct Charges 40.54 0.00 _ _40.54 3/19/2014 1.00 0.00 1.00 0.00 1.00 3/20/2014 19.77 0.00 1.00 0.00 19.77 3/26/2014 19.77 0.00 1.00 0.00 19.77 Total Other Direct Charges 40.54 Other Di rect Char es Exp Code: Reimb City /County Fees 1.00 Hennepin County Surveyor's Office 3/20/2014 1.00 415.00 1,15 Plat Review Fee - Maple Hills Estates 3rd Addition 0.00 40.54 0,00 576.10 0.00 .477.25 0.00 477.25 4/7/2014 9:56:43 AM 4 of 5 Bill Review Report - Landform Professional Services, LLC As of Monday, March 31, 2014 Exp Code: Company Car Mileage Lindahl, Kendra S office hours Lindahl, Kendra S PC meeting Lindahl, Kendra S office hours Lindahl, Kendra S CC special work session Lindahl, Kendra S council meeting COR14012.GEN -.TIF Downtown TIF Project Labor Lindahl, Kendra S Principal 3/13/2014 4.00 117.00 Council work session - Downtown issues 0.00 98.85 0.00 19.77 0.00 19.77 0.00 19.77 0.00 19.77 0.00 1 9.77 0.00 576.10 0.00 558.00 0.00 468.00 98.85 4.00 3/5/2014 19.77 0.00 1.00 3/6/2014 19.77 0.00 1.00 3/12/2014 1977 0.00 1.00 3/13/2014 19.77 0.00 1.00 3/27/2014 19.77 0.00 1.00 Total Other Direct Charges 9985 90.00 up -res graphics, print & spray mount fordowntown work session COR14012.GEN -.TIF Downtown TIF Project Labor Lindahl, Kendra S Principal 3/13/2014 4.00 117.00 Council work session - Downtown issues 0.00 98.85 0.00 19.77 0.00 19.77 0.00 19.77 0.00 19.77 0.00 1 9.77 0.00 576.10 0.00 558.00 0.00 468.00 council meeting Total Labor 7.50 0.00 877.50 4/7/2014 9:56:43 AM 5 of 5 Total tabor 4.00 0.00 468.00 COR14012.GEN- .TIF -90 Repo rtslPresentation 0.00 90.00 Labor Labor Code: Production 1.00 .. 0.00 90.00 Rentsch, Matthew J Designer III 3/13/2014 1.00 90.00 0.00 90.00 up -res graphics, print & spray mount fordowntown work session Total Labor 1.00 0.00 90.00 COR14012.GEN -MTG City Meeting 0.00 877.50 Labor Lindahl, Kendra S Principal 3/6/2014 5.00 117.00 0.00 585.00 PC meeting Lindahl, Kendra S Principal 3/27/2014 2.50 117.00 0.00 292.50 council meeting Total Labor 7.50 0.00 877.50 4/7/2014 9:56:43 AM 5 of 5 MEMORANDUM DATE April 16, 2014 TO Brad Martens Agenda Item L A N D F O R M From Site to Finish 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 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: !to Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net Rockford School District Site Plan, Variances and Conditional Use Permit for a Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -001) (city file no. 13 -023). The Parks Commission reviewed this at their meetin on October 15th and a public hearing was held at the Planning Commission on November 7 . On November 25th the City Council tabled this item to allow the applicant to try to address a number of issues. The applicant has been working with City staff, Peachtree Partners, who is proposing development on the Schendel property to the north, and the watershed to address a number of issues. The review period has been extended to May 1, 2014. 2. Lennar Final Plat, Vacation, Development Contract and Final PUD Development Plan for "Ravinia" (City file 14 -003). The applications have been scheduled for April 15th Parks and Trails Commission, April 17th Parks Commission and April 24th City Council Action. 3. Peachtree Partners request for PUD Sketch Plan and Comprehensive Plan Amendment for Schendel property at 20400 County Road 10 (City file 14 -005). The application has a number of very significant Comprehensive Plan issues, including triggering the need for the County Road 10 realignment as shown in Comprehensive Plan and extension of municipal sewer and water to this site. The applicant is asking to reguide the 103 -acre property from High Density Residential to Low Density Residential, which requires a Comprehensive Plan Amendment. The City Council has informally reviewed this concept at December and January City Council meetings. This was reviewed by Parks Commission on March 18th and Planning Commission public hearing on March 6th. The applicant submitted a written request to table this item at the March 27th City Council meeting. The 60 -day review period ends on April 22nd and the applicant submitted a letter extending the review an additional 30 days to May 22nd. The City has the discretion to extend another 30 days for a total of 120 days. Staff will continue to coordinate with the applicant about how they wish to proceed. 4. Fox Ridge 2nd Addition Final Plat at 9495 Trail Haven Road (PID 09- 119 -23 -41 -0011) (City File 14- 006. This final plat application for a final plat of Outlot A, Baumeister 3rd Addition has been submitted and staff is currently reviewing for completeness and will schedule for a future Council meeting. 5. Park Dedication Ordinance Update (City File 14 -007). At the April 10th meeting, the City Council directed staff to prepare a minor update to the park dedication ordinance as outlined in the staff memo. Staff is working to schedule this for City Council review prior to scheduling a public hearing at the Planning Commission. 6. Agriculture Preserve Designation and Expiration for Don Scherber at 22622 County 10. (PID 08- 119 -23 -42 -0002 and 17- 119 -23 -11 -0001) (City file 14 -008). Don and Ann Scherber are requesting approval to re- enroll this property in Agricultural Preserve and initiate expiration. This property has been enrolled since 1986. Staff is reviewing the application and will schedule for a future Council meeting. Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (city file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Notably, we met with the land owner in February and may have a new development application for this site later this year. 2. 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 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 and final inspection this spring. 3. 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 for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released but we are holding the escrow pending completion of the approved landscaping. 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 was approved by the City Council action on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. The applicant has site work to complete and then the escrow can be refunded. 8. Lano Equipment at 23580 Highway 55 Site Plan Amendment for Cold Storage. (31- 119- 23 -34- 0007) (13 -006). This item was approved by the City Council on July 11th. The building permit has been issued, but staff has determined that the building was not being built according the approved plans. The Code Enforcement Official met with the applicant on March 26th and is working to resolve the issue and correct the building defects. 9. 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 and a second extension at the November 25, 2013 meeting. The plat has been recorded and staff is working with the applicant to address any outstanding issues and close out the file /refund the escrow after wetland monuments and lot monuments are installed this spring. 10. Ess Brothers Site Plan Amendment and Conditional Use Permit Amendment for an accessory building at 9350 County Road (PID # 07- 119 -23 -43 -0004) (City File No. 13 -031) The applicant is requesting approval for a 5,500 square feet detached, accessory building with 20 -foot sidewalls. The City Council approved this item on January 23rd. The applicant must now file the resolution at the County and then staff will close out the file and refund any remaining escrow. The applicant may apply for a building permit after the resolution is recorded. 11. Corcoran Mini - Storage Comprehensive Plan Amendment, Rezoning, Preliminary PUD Development Plan, Preliminary Plat at 19219 and 19235 County Road 10 (PID 25- 119 -23 -44 -0002 and 25- 119 -23 -44 -0003) (city file 13 -032). A sketch plan was reviewed by the City in August 2013 and comments were provided to the applicant. The applicant has taken those comments and prepared revised plans. This formal application is currently incomplete and the applicant has asked that the City process another round of sketch plan concepts in advance of completing their application submittal. The PUD Sketch Plan (round 2) was reviewed by the Parks and Trails Commission on January 21St, by the Planning Commission on February 6th and by the Council on February 27th. The Council did not support the concept. The applicant has submitted a written request to withdraw the request and refund any remaining escrow. MEMORANDUM 12. Maple Hill Estates 3rd Addition Preliminary and Final Plat (PID 24- 119 -23 -43 -0016 and 24- 119 -23- 43 -0014) (city file 14 -001). A site plan and variance was approved on April 25, 2013 for this project, but it was recently was determined that the new community center should be located on City property. The plat is required to adjust property lines. The preliminary plat was reviewed at a public hearing at the March 6th Planning Commission meeting. The City Council approved the preliminary and final plat on March 27tH 13. Kopperhead Ranch LLC Comprehensive Plan Amendment, Agriculture Preserve Designation and Initiate Expiration at 20471 Larkin Road (PID 26- 119 -23 -31 -0001 and 26- 119 -23 -34 -0001) (city file 14 -002). Chris and Kristin Smith have requested that two parcels be enrolled in Agriculture Preserve and have also initiated expiration so that they will come out of Agriculture Preserve in 8 years. The property is located in the MUSA, but is not planned to be serviced until after expiration of the Agriculture Preserve designation. The MN Ag Preserves program requires the property to be designated Ag Preserve on the Future Land Use Map. The City Council approved the request on March 27tH Finally, there are a few projects that have not yet been started but have been identified as action items or future projects: Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the city to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a city -wide issue, that the ordinance update be completed by the City out of the City funds. The Council discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. 2. Design Guideline Update for Southeast District/Downtown. The Council approved a Landform proposal to update the existing design guidelines for this area. The design guidelines are adopted as part of the Zoning Ordinance and will be enforced as new development is proposed, consequently, the City Council wishes to revisit that planning effort to ensure it is still consistent with the City's goals. The City Council appointed a subcommittee, but the City Council has decided to delay kickoff as we work through some associated issues as part of some new development plans. We expect to convene this subcommittee later this year. MEMORANDUM STAFF REPORT / Code Compliance Agenda Item: 8 b. Council Meeting: Prepared By: April 24, 2014 Mike Pritchard Topic: Action Required: CODE COMPLIANCE REPORT — March 2014 Information Only Complaints and Concerns Permits and Zoning Referred to Public Building Complaints Nuisiance Grass & Animal Home Works, Misc. Cases Permits - Building Grading or Misc. Overweight Concerns Junk /Junk Weed Signs Compaints Referred to Driveway /Ag Vehicle Violations Occupations Metro West, Zoning Permits Permits Total Vehicles Control or City Concerns City Attorney review Permits Permits Engineer 7 3 0 1 1 0 4 2 0 1 11 0 0 44 Code Enforcement Issues: Complaint 14 -016: Junk/Debris; Junk Vehicles at 19XXX Hillside Drive. We have received a total of 8 separate complaints this year regarding this property. The City has sent prior notifications to the owner over the last year to bring the property into compliance. A final deadline for compliance has been set for May 2nd. If not obtained by that date we may need to move forward with action. Complaint 14 -002: Vacant building; Junk /Debris; Possible hazardous condition at 76XX Rolling Hills Road. Clean -up is progressing. Most of the junk /debris has been removed from the property. The home is being taken down to bare framing. All mechanical and plumbing is being removed, and possibly the electrical system. Windows and doors have been removed and actual cleaning has begun. The city will be conducting an interior site inspection in the following weeks and the bank will make their determination as to the extent of damage and repairs needed. Complaint 12 -031: Hazardous Building at 20xxx County Road 10. No Update. CITY OF CORCORAN 2014 PERFORMANCE REPORT - GENERAL FUND 3 Months Ended 03/31/2014 8c. NOTE: APRIL PAYROLL IS NOT INCLUDED IS THIS REPORT 2014 Variance Account Description 2013 Actual 2014 Budget 2014 Actual Amount Remaining % Remaining Year End Forecast Budqet vs YEF COMMENTS REVENUE Other General Government R 100-41900-31020 Delinquent Property Taxes 0.00 0.00% 0.00 0.00 R 100 -41900 -31100 General Property Taxes 2,579,424.62 2,743,280.00 0.00 2,743,280.00 100.00% 2,743,280.00 0.00 R 100 -41900 -31810 Cable Franchise Fee 0.00 35,000.00 39,489.23 - 4,489.23 - 12.83% 35,000.00 0.00 R 100-41900-32110 Liquor License Fee 18,300.00 18,250.00 50.00 18,200.00 99.73% 18,250.00 0.00 R 100 -41900 -33402 Homestead Credit 11,028.29 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -33420 Ag Preserve Credit 8,414.28 0.00 0.00 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% 1,845.00 0.00 R 100 -41900 -33422 Other State Grants and Aids 0.00 7,058.00 0.00 7,058.00 0.00% 7,058.00 0.00 R 100-41900-34103 Zoning /Land Use Appl Fee 37,805.00 6,000.00 4,955.00 1,045.00 17.42% 6,000.00 0.00 R 100 -41900 -34105 Copies /Maps 338.11 150.00 42.25 0.00 0.00% 150.00 0.00 R 100-41900-34107 Special Assessment Search 100.00 50.00 0.00 50.00 100.00% 50.00 0.00 R 100-41900-34108 TIF Administration 12,000.00 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -34405 Clean Up Day Income 675.00 675.00 0.00 675.00 100.00% 675.00 0.00 R 100 -41900 -36200 Miscellaneous Revenues 16,075.00 2,500.00 0.00 0.00 0.00% 2,500.00 0.00 Work Comp Ins dividend /Sign permit R 100 -41900 -36210 Interest Earnings 1,028.47 3,000.00 0.00 3,000.00 100.00% 3,000.00 0.00 R 100 -41900 -36220 Other Rents and Royalties 10,848.00 10,848.00 0.00 10,848.00 100.00% 10,848.00 0.00 Cropland rental R 100 -41900 -36230 Donations 1,300.00 1,000.00 450.00 550.00 0.00% 1,000.00 0.00 R 100 -41900 -36233 Refunds /Reimbursements - 117.87 0.00 0.00 $ 2,699,063.90 $ 2,829,656.00 $ 44,986.48 $ 2,829,656.00 $ - City Hall Operations R 100 -41941 -34101 Facility Rental 6,095.00 4,500.00 3,072.50 1,427.50 31.72% 4,500.00 0.00 R 100 -41941 -36200 Miscellaneous Revenues 2,819.66 1,000.00 518.96 481.04 0.00% 1,000.00 0.00 Mailbox posts, NW Jaycees Donation $ 8,914.66 $ 5,500.00 $ 3,591.46 0.00% $ 5,500.00 $ - Police R 100 -42100 -33423 Police Aid 43,430.64 47,000.00 0.00 47,000.00 100.00% 47,000.00 0.00 2% of insurance premium tax (MN 69.011 to 69.051) R 100 -42100 -33424 Police POST Board Train Reimb 3,759.28 3,500.00 0.00 3,500.00 100.00% 3,500.00 0.00 R 100 - 42100 -33620 Other County Grants /Aid 12,283.22 10,000.00 4,061.92 5,938.08 59.38% 10,000.00 0.00 Pass through only R 100 -42100 -34200 Police Permits 2,054.00 1,500.00 0.00 1,500.00 100.00% 1,500.00 0.00 R 100 -42100 -34201 Police Serviced Charges 10,052.50 5,000.00 0.00 5,000.00 100.00% 5,000.00 0.00 Pass through only R 100 -42100 -34202 Police Reports /Fees 929.00 800.00 130.00 670.00 83.75% 800.00 0.00 R 100 - 42100 -35101 Fines 56,406.54 75,000.00 7,336.54 67,663.46 90.22% 75,000.00 0.00 R 100 - 42100 -36233 Refunds /Reimbursements 9,480.88 0.00 0.00 0.00 0.00% 0.00 0.00 $ 138,396.06 $ 142,800.00 $ 11,528.46 $ 142,800.00 $ - Building Inspection R 100 -42400 -32210 Bldg /Plan Review Fees $ 141,223.96 $ 50,000.00 $ 7,768.86 $ 42,231.14 84.46% $ 50,000.00 $ - Public Works R 100 -43100 -33418 Muni State Aid St Maintenance 112,545.90 125,000.00 77,739.10 47,260.90 37.81% 125,000.00 0.00 R 100 -43100 -34300 Public Works Permits /Fees 2,670.00 3,000.00 575.00 2,425.00 80.83% 3,000.00 0.00 R 100 -43100 -34301 Dust Control 64,533.43 55,530.00 0.00 55,530.00 100.00% 55,530.00 0.00 R 100 -43100 -36200 Miscellaneous Revenues 9,583.12 0.00 108,223.39 - 108,223.39 0.00% 0.00 0.00 $ 189,332.45 $ 183,530.00 $ 186,537.49 $ 183,530.00 $ - Recycling R 100 -43232 -33610 County Recycling Grant 14,808.00 14,500.00 0.00 14,500.00 100.00% 14,500.00 0.00 R 100 -43232 -34400 Recycling 61,932.01 64,000.00 4,543.00 59,457.00 92.90% 64,000.00 0.00 $ 76,740.01 $ 78,500.00 $ 4,543.00 $ 78,500.00 $ - Parks R 100 -45200 -33422 Other State Grants and Aids 32,599.08 37,302.00 26,111.60 11,190.40 30.00% 37,302.00 0.00 NW Trails Grant R 100 -45200 -34101 Facility Rental 1,614.83 1,000.00 41.48 958.52 95.85% 1,000.00 0.00 R 100 -45200 -36200 Miscellaneous Revenues 13,550.00 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -45200 -36230 Donations 2,485.00 0.00 900.00 - 900.00 0.00% 0.00 0.00 $ 50,248.91 $ 38,302.00 $ 27,053.08 $ 38,302.00 $ - Transfers to /from Other Funds R 100 -49360 -39200 Transfer from Other Fund Total Revenue $ 3,303,919.95 $ 3,328,288.00 $ 286,008.83 $ 3,328,288.00 $ - 1 of 5 CITY OF CORCORAN 2014 PERFORMANCE REPORT - GENERAL FUND 3 Months Ended 03/31/2014 8c. Account Description 2013 Actual 2014 Budget 2014 Actual Amount Remaining % Rernainin-q-T7Year End Forecast Budget vs YEF COMMENTS EXPENSE City Council E 100-41100-100 Wages and Salaries (GENERAL) 6,600.00 6,600.00 0.00 6,600.00 100.00% 6,600.00 0.00 E 100 -41100 -122 FICA 409.20 409.00 0.00 409.00 100.00% 409.00 0.00 E 100 - 41100 -126 Medicare 95.70 96.00 0.00 96.00 100.00% 96.00 0.00 E 100 -41100 -210 Operating Supplies (GENERAL) 0.00 100.00 0.00 100.00 100.00% 100.00 0.00 E 100-41100-364 Worker's Comp Insurance 41.00 46.00 54.00 -8.00 - 17.39% 54.00 8.00 $ 7,145.90 $ 7,251.00 $ 54.00 $ 7,259.00 $ 8.00 Newspaper /Newsletter/Website E 100-41130-351 Newsletter Expenses 4,481.86 4,500.00 825.00 3,675.00 81.67% 4,500.00 0.00 E 100-41130-354 Web Site 700.00 700.00 0.00 700.00 100.00% 700.00 0.00 $ 5,181.86 $ 5,200.00 $ 825.00 $ 5,200.00 $ - City Administrator E 100 -41300 -100 Wages and Salaries (GENERAL) 117,644.12 91,780.00 18,943.23 72,836.77 79.36% 92,997.00 1,217.00 E 100 - 41300 -121 PERA 8,312.71 6,654.00 1,373.39 5,280.61 79.36% 6,742.00 88.00 E 100 -41300 -122 FICA 6,639.05 5,690.00 996.35 4,693.65 82.49% 5,768.00 78.00 E 100 - 41300 -126 Medicare 1,444.22 1,331.00 233.00 1,098.00 82.49% 1,348.00 17.00 E 100-41300-131 Employer Paid Health 17,622.15 16,745.00 8,338.24 8,406.76 50.20% 16,745.00 0.00 E 100 - 41300 -208 Training and Instruction 1,321.00 3,650.00 99.00 3,551.00 97.29% 3,650.00 0.00 E 100 -41300 -210 Operating Supplies (GENERAL) 868.21 700.00 252.10 447.90 63.99% 700.00 0.00 E 100 - 41300 -364 Worker's Comp Insurance 354.00 809.00 477.00 332.00 41.04% 477.00 - 332.00 E 100 -41300 -433 Dues and Memberships 873.00 700.00 0.00 700.00 100.00% 700.00 0.00 155,078.46 $ 128,059.00 $ 30,712.31 $ 129,127.00 $ 1,068.00 Clerk/Admin E 100 - 41400 -100 Wages and Salaries (GENERAL) 127,510.98 120,082.00 24,472.44 95,609.56 79.62% 120,082.00 0.00 E 100 -41400 -110 Overtime 1,978.92 2,000.00 415.53 1,584.47 79.22% 2,000.00 0.00 E 100 - 41400 -121 PERA 8,721.62 8,851.00 1,804.36 7,046.64 79.61% 8,851.00 0.00 E 100 - 41400 -122 FICA 8,428.42 7,569.00 1,446.12 6,122.88 80.89% 7,569.00 0.00 E 100 - 41400 -126 Medicare 1,971.07 1,770.00 345.24 1,424.76 80.49% 1,770.00 0.00 E 100 - 41400 -131 Employer Paid Health 21,870.92 30,100.00 10,135.56 19,964.44 66.33% 30,100.00 0.00 E 100 - 41400 -208 Training and Instruction 1,835.00 2,500.00 360.00 2,140.00 85.60% 2,500.00 0.00 E 100 - 41400 -210 Operating Supplies (GENERAL) 457.08 500.00 51.96 448.04 89.61 %0 500.00 0.00 E 100 - 41400 -364 Worker's Comp Insurance 1,064.00 1,041.00 954.00 87.00 8.36% 954.00 -87.00 E 100 - 41400 -433 Dues and Memberships 70.00 150.00 0.00 150.00 0.00% 150.00 0.00 $ 173,908.01 $ 174,563.00 $ 39,985.21 $ 174,476.00 $ (87.00) Elections E 100 - 41410 -210 Operating Supplies (GENERAL) $ 1,397.37 $ 5,000.00 $ - 0.00% $ 9,000.00 $ 4,000.00 Auditor/Treasurer E 100 -41540 -300 Professional Srvs (GENERAL) $ 22,992.00 $ 24,940.00 $ 5,780.00 0.00% $ 24,940.00 $ - Assessor E 100 - 41550 -210 Operating Supplies (GENERAL) 960.32 1,000.00 64.35 935.65 93.57% 1,000.00 0.00 E 100 -41550 -300 Professional Srvs (GENERAL) 50,202.57 52,788.00 8,826.38 43,961.62 83.28% 52,788.00 0.00 $ 51,162.89 $ 53,788.00 $ 8,890.73 $ 53,788.00 $ - Attorney E 100 - 41600 -300 Professional Srvs (GENERAL) 30,864.60 30,000.00 1,493.33 28,506.67 81.45% 30,000.00 0.00 $ 30,864.60 $ 30,000.00 $ 1,493.33 $ 30,000.00 $ - Other General Government E 100 -41900 -210 Operating Supplies (GENERAL) 3,319.40 3,255.00 3,303.15 -48.15 0.00% 3,255.00 0.00 Crop Land Tax E 100 - 41900 -300 Professional Srvs (GENERAL) 25,720.98 0.00 675.00 - 675.00 0.00% 0.00 0.00 E 100 -41900 -360 Insurance (GENERAL) 54,412.00 57,000.00 296.00 56,704.00 99.48% 57,000.00 0.00 E 100 - 41900 -433 Dues and Memberships 25,489.13 27,115.00 13,117.37 13,997.63 51.62% 27,115.00 0.00 ECW,Metro Cities, NWHHSC,Community Media,LMC,194 Chamber, Home Free $ 108,941.51 $ 87,370.00 $ 17,391.52 $ 87,370.00 $ - Planning & Zoning E 100 -41910 -210 Operating Supplies (GENERAL) 589.44 1,000.00 243.95 756.05 75.61% 1,000.00 0.00 E 100 - 41910 -300 Professional Srvs (GENERAL) 42,088.62 50,000.00 4,382.69 45,617.31 91.23% 50,000.00 0.00 $ 42,678.06 $ 51,000.00 $ 4,626.64 $ 51,000.00 $ - 2 of 5 CITY OF CORCORAN 2014 PERFORMANCE REPORT - GENERAL FUND 3 Months Ended 03/31/2014 8c. Account Description 2013 Actual 2014 Budget 2014 Actual Amount Remaining % Remaining Year End Forecast Budget vs YEF COMMENTS Code Enforcement E 100 -41920 -100 Wages and Salaries (GENERAL) 42,876.41 50,440.00 10,236.33 40,203.67 79.71% 50,440.00 0.00 E 100 - 41920 -110 Overtime 371.39 1,000.00 0.00 1,000.00 100.00% 1,000.00 0.00 E 100 -41920 -121 PERA 3,076.81 3,729.00 742.13 2,986.87 80.10% 3,729.00 0.00 E 100 - 41920 -122 FICA 2,999.95 3,189.00 719.53 2,469.47 77.44% 3,189.00 0.00 E 100-41920-126 Medicare 701.63 746.00 168.29 577.71 77.44% 746.00 0.00 E 100 - 41920 -131 Employer Paid Health 6,426.24 15,050.00 1,967.30 13,082.70 86.93% 15,050.00 0.00 E 100 -41920 -208 Training and Instruction 0.00 750.00 0.00 750.00 0.00% 750.00 0.00 E 100 - 41920 -210 Operating Supplies (GENERAL) 708.01 1,000.00 254.80 745.20 74.52% 1,000.00 0.00 E 100 -41920 -364 Worker's Comp Insurance 0.00 401.00 477.00 -76.00 0.00% 401.00 0.00 E 100 - 41920 -417 Uniforms 100.00 200.00 250.00 -50.00 - 25.00% 250.00 50.00 E 100 -41920 -433 Dues and Memberships 0.00 100.00 0.00 100.00 100.00% 100.00 0.00 $ 57,260.44 $ 76,605.00 $ 14,815.38 $ 76,655.00 $ 50.00 City Hall Operations E 100 - 41941 -200 Office Supplies (GENERAL) 2,462.30 3,000.00 605.74 2,394.26 79.81% 3,000.00 0.00 E 100 -41941 -201 Postage /Shipping 2,424.15 2,500.00 864.36 1,635.64 65.43% 2,500.00 0.00 E 100 - 41941 -207 Computer Supplies 2,615.49 3,000.00 602.22 2,397.78 79.93% 3,000.00 0.00 E 100 -41941 -210 Operating Supplies (GENERAL) 16,042.88 12,500.00 3,681.06 8,818.94 70.55% 12,500.00 0.00 E 100 - 41941 -300 Professional Srvs (GENERAL) 7,668.34 7,300.00 2,174.91 5,125.09 70.21% 7,300.00 0.00 E 100 -41941 -321 Telephone 2,188.94 3,000.00 418.05 2,581.95 86.07% 3,000.00 0.00 E 100 - 41941 -352 General Notices and Pub Info 2,796.61 1,500.00 301.60 1,198.40 79.89% 1,500.00 0.00 E 100 -41941 -364 Worker's Comp Insurance 0.00 14.00 0.00 14.00 100.00% 14.00 0.00 E 100 - 41941 -380 Utility & Services (GENERAL) 15,120.53 14,500.00 3,046.19 11,453.81 78.99% 14,500.00 0.00 E 100 -41941 -400 Repairs & Maint Cont (GENERAL) 8,111.69 9,000.00 2,546.41 6,453.59 71.71% 9,000.00 0.00 E 100 - 41941 -430 Misc. Banking Charge 4.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41941 -520 Buildings and Structures 4,052.68 4,000.00 0.00 4,000.00 0.00% 4,000.00 0.00 $ 63,487.61 $ 60,314.00 $ 14,240.54 $ 60,314.00 $ - IT (Info Technology) E 100 - 41951 -207 Computer Supplies 9,722.50 7,500.00 5,078.21 2,421.79 32.29% 7,500.00 0.00 E 100 -41951 -210 Operating Supplies 1,252.45 4,500.00 0.00 4,500.00 100.00% 4,500.00 0.00 E 100 - 41951 -300 Professional Srvs 4,897.41 6,000.00 727.50 5,272.50 87.88% 6,000.00 0.00 E 100 -41951 -530 Improvements Other Than Bldg 8,583.99 0.00 0.00 0.00% 0.00 0.00 $ 24,456.35 $ 18,000.00 $ 5,805.71 $ 18,000.00 $ - Police E 100 - 42100 -100 Wages and Salaries (GENERAL) 522,277.19 530,227.00 104,748.50 425,478.50 80.24% 530,227.00 0.00 E 100 -42100 -110 Overtime 2,283.06 7,000.00 2,204.98 4,795.02 68.50% 7,000.00 0.00 E 100 - 42100 -111 Overtime Events /Grants 14,177.95 15,000.00 0.00 15,000.00 100.00% 15,000.00 0.00 Pass thru revenue 100 - 42100 -33620 E 100 -42100 -121 PERA 77,455.53 83,853.00 15,205.95 68,647.05 81.87% 83,853.00 0.00 E 100 - 42100 -126 Medicare 8,079.99 7,947.00 1,637.54 6,309.46 79.39% 7,947.00 0.00 E 100 -42100 -131 Employer Paid Health 81,034.11 97,348.00 29,103.95 68,244.05 70.10% 97,348.00 0.00 E 100 - 42100 -200 Office Supplies (GENERAL) 4,750.87 5,000.00 594.13 4,405.87 88.12% 5,000.00 0.00 E 100 -42100 -201 Postage /Shipping 152.30 250.00 140.61 109.39 43.76% 250.00 0.00 E 100 - 42100 -208 Training and Instruction 9,676.56 10,000.00 5,816.00 4,184.00 41.84% 10,000.00 0.00 E 100 -42100 -209 Police Reserves 3,499.13 3,500.00 175.00 3,325.00 95.00% 3,500.00 0.00 E 100 - 42100 -210 Operating Supplies (GENERAL) 3,271.92 4,000.00 474.66 3,525.34 88.13% 4,000.00 0.00 E 100 -42100 -212 Motor Fuels 37,363.38 37,000.00 6,855.01 30,144.99 81.47% 37,000.00 0.00 E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 9,244.34 8,000.00 252.14 7,747.86 96.85% 8,000.00 0.00 E 100 -42100 -223 Building Repair Supplies 3,403.13 3,000.00 474.89 2,525.11 84.17% 3,000.00 0.00 E 100 - 42100 -300 Professional Srvs (GENERAL) 30.00 250.00 40.00 210.00 84.00% 250.00 0.00 E 100 -42100 -301 Prisoner 12,002.49 8,000.00 3,255.08 4,744.92 59.31% 8,000.00 0.00 E 100 - 42100 -304 Legal Fees 30,320.42 27,500.00 4,288.80 23,211.20 84.40% 27,500.00 0.00 E 100 -42100 -321 Telephone 6,903.37 7,200.00 1,542.62 5,657.38 78.57% 7,200.00 0.00 E 100 - 42100 -323 Radio Units 13,975.41 15,300.00 2,329.23 12,970.77 84.78% 15,300.00 0.00 E 100 -42100 -364 Worker's Comp Insurance 15,029.02 23,520.00 19,201.00 4,319.00 18.36% 19,201.00 - 4,319.00 E 100 - 42100 -380 Utility & Services (GENERAL) 3,558.51 4,000.00 1,416.17 2,583.83 64.60% 4,000.00 0.00 E 100 -42100 -417 Uniforms 6,438.60 9,460.00 6,171.35 3,288.65 34.76% 9,460.00 0.00 E 100 - 42100 -433 Dues and Memberships 1,470.00 1,200.00 1,095.00 105.00 8.75% 1,200.00 0.00 $ 866,397.28 $ 908,555.00 $ 207,022.61 $ 904,236.00 $ (4,319.00) 3 of 5 CITY OF CORCORAN 2014 PERFORMANCE REPORT - GENERAL FUND 3 Months Ended 03/31/2014 8c. Account Description 2013 Actual 2014 Budget 2014 Actual Amount Remaining % Remaining Year End Forecast Budget vs YEF COMMENTS Part Time Officers E 100 -42101 -100 Wages and Salaries (GENERAL) 87,685.90 78,100.00 22,185.90 55,914.10 71.59% 103,100.00 25,000.00 Additional hours to cover FT hours due to injuries E 100 - 42101 -111 Overtime Events /Grants 3,765.80 0.00 0.00 0.00 0.00% 0.00 0.00 Contractural events /Safe and Sober events. Budgeted 100-42100-111 E 100 -42101 -121 PERA 2,182.87 2,500.00 268.44 2,231.56 89.26% 2,500.00 0.00 E 100 - 42101 -122 FICA 4,730.42 4,842.00 1,266.40 3,575.60 73.85% 4,842.00 0.00 E 100 -42101 -126 Medicare 1,325.99 1,132.00 321.67 810.33 71.58% 1,132.00 0.00 $ 99,690.98 $ 86,574.00 $ 24,042.41 $ 111,574.00 $ 25,000.00 Police Admin E 100 - 42102 -100 Wages and Salaries (GENERAL) 42,309.03 45,011.00 9,156.61 35,854.39 79.66% 45,011.00 0.00 E 100 -42102 -110 Overtime 0.00 500.00 0.00 500.00 100.00% 500.00 0.00 E 100 - 42102 -121 PERA 3,027.63 3,300.00 663.85 2,636.15 79.88% 3,300.00 0.00 E 100 -42102 -122 FICA 2,849.90 2,822.00 637.01 2,184.99 77.43% 2,822.00 0.00 E 100 - 42102 -126 Medicare 666.53 660.00 149.00 511.00 77.42% 660.00 0.00 E 100 -42102 -131 Employer Paid Health 6,774.27 8,000.00 1,713.93 6,286.07 78.58% 8,000.00 0.00 $ 55,627.36 $ 60,293.00 $ 12,320.40 $ 60,293.00 $ - Fire E 100 - 42200 -300 Professional Srvs (GENERAL) 236,477.60 239,000.00 60,055.55 178,944.45 74.87% 239,000.00 0.00 $ 236,477.60 $ 239,000.00 $ 60,055.55 0.00% $ 239,000.00 $ - Building Inspection E 100 -42400 -300 Professional Srvs (GENERAL) 19,262.77 28,000.00 18,761.99 9,238.01 32.99% 28,000.00 0.00 E 100 - 42400 -437 Surcharges 3,811.74 5,000.00 0.00 5,000.00 100.00% 5,000.00 0.00 $ 23,074.51 $ 33,000.00 $ 18,761.99 $ 33,000.00 $ - Public Works E 100 -43100 -100 Wages and Salaries (GENERAL) 268,972.97 285,440.00 57,608.99 227,831.01 79.82% 284,357.00 - 1,083.00 Lead position not filled Jan -May E 100 - 43100 -110 Overtime 26,178.50 19,380.00 14,850.59 4,529.41 23.37% 19,380.00 0.00 E 100 -43100 -121 PERA 21,103.89 22,099.00 5,253.36 16,845.64 76.23% 22,021.00 -78.00 E 100 - 43100 -122 FICA 17,244.43 18,899.00 4,231.74 14,667.26 77.61% 18,832.00 -67.00 E 100 -43100 -126 Medicare 3,983.20 4,420.00 989.69 3,430.31 77.61% 4,404.00 -16.00 E 100 - 43100 -131 Employer Paid Health 47,773.39 75,250.00 24,068.53 51,181.47 68.02% 75,250.00 0.00 E 100 -43100 -140 Unemployment Comp (GENERAL) 4,056.51 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 43100 -208 Training and Instruction 2,191.29 4,000.00 0.00 4,000.00 100.00% 4,000.00 0.00 E 100 -43100 -210 Operating Supplies (GENERAL) 21,766.72 25,000.00 3,956.17 21,043.83 84.18% 25,000.00 0.00 E 100 - 43100 -212 Motor Fuels 40,128.07 37,000.00 15,108.36 21,891.64 59.17% 37,000.00 0.00 E 100 -43100 -220 Repair /Maint Supply (GENERAL) 18,707.82 20,000.00 2,445.25 17,554.75 87.77% 20,000.00 0.00 E 100 - 43100 -222 Seal Coating 0.00 50,000.00 0.00 50,000.00 100.00% 50,000.00 0.00 E 100 -43100 -223 Building Repair Supplies 3,890.36 4,500.00 5,753.06 - 1,253.06 - 27.85% 14,500.00 10,000.00 Cost related to equip new facility E 100 - 43100 -225 Landscape /Ditch Materials 9,807.11 10,000.00 0.00 10,000.00 100.00% 10,000.00 0.00 E 100 -43100 -226 Sign Repair Materials 6,145.88 6,000.00 0.00 6,000.00 100.00% 6,000.00 0.00 E 100 - 43100 -227 Crack Filling 9,426.38 10,000.00 0.00 10,000.00 100.00% 10,000.00 0.00 E 100 -43100 -228 Dust Control 102,689.08 110,000.00 0.00 110,000.00 100.00% 110,000.00 0.00 E 100 - 43100 -229 Culverts 208.73 10,000.00 0.00 10,000.00 100.00% 10,000.00 0.00 E 100 -43100 -232 Gravel 118,591.70 130,000.00 9,800.25 120,199.75 92.46% 130,000.00 0.00 E 100 - 43100 -233 Asphalt Maint/Patching 116,912.41 130,000.00 0.00 130,000.00 100.00% 130,000.00 0.00 E 100 -43100 -300 Professional Srvs (GENERAL) 2,216.00 2,100.00 0.00 2,100.00 100.00% 2,100.00 0.00 E 100 - 43100 -321 Telephone 3,868.26 6,000.00 1,190.02 4,809.98 80.17% 6,000.00 0.00 E 100 -43100 -364 Worker's Comp Insurance 17,899.00 25,971.00 14,706.00 11,265.00 43.38% 25,971.00 0.00 E 100 - 43100 -380 Utility & Services (GENERAL) 14,210.87 15,000.00 10,566.55 4,433.45 29.56% 24,000.00 9,000.00 New facility E 100 -43100 -381 Street/Signal Lights 3,561.49 3,500.00 679.29 2,820.71 80.59% 3,500.00 0.00 E 100 - 43100 -417 Uniforms 6,344.95 7,000.00 968.96 6,031.04 86.16% 7,000.00 0.00 E 100 -43100 -810 Refunds /Reimbursements 60.00 0.00 0.00 60.00 0.00% 0.00 0.00 $ 887,939.01 $ 1,031,559.00 $ 172,176.81 $ 1,049,315.00 $ 17,756.00 Ice & Snow Removal E 100 - 43125 -210 Operating Supplies (GENERAL) $ 39,361.42 $ 29,000.00 $ 22,884.32 0.00% $ 29,000.00 $ - Engineeering E 100 - 43170 -300 Professional Srvs (GENERAL) $ 38,592.29 $ 40,000.00 $ 5,456.20 $ 34,543.80 86.36% $ 40,000.00 $ - Employee Benefit Chgs E 100 - 43190 -300 Professional Srvs (GENERAL) $ - $ 3,000.00 $ - $ 3,000.00 0.00% $ 3,000.00 $ - Recycling E 100 -43232 -210 Operating Supplies (GENERAL) 796.92 1,000.00 700.00 300.00 30.00% 1,000.00 0.00 E 100 - 43232 -300 Professional Srvs (GENERAL) 67,420.41 69,000.00 11,346.30 57,653.70 83.56% 69,000.00 0.00 $ 68,217.33 $ 70,000.00 $ 12,046.30 $ 70,000.00 $ - 4 of 5 CITY OF CORCORAN 2014 PERFORMANCE REPORT - GENERAL FUND 3 Months Ended 03/31/2014 8c. Account Description 2013 Actual 2014 Budget 2014 Actual Amount Remaining % Remaininq-F7 Year End Forecast Budget vs YEF COMMENTS Parks E 100 -45200 -100 Wages and Salaries (GENERAL) 23,462.73 29,425.00 2,377.26 27,047.74 91.92% 29,425.00 0.00 E 100 - 45200 -110 Overtime 450.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -45200 -122 FICA 1,481.08 1,824.00 147.38 1,676.62 91.92% 1,824.00 0.00 E 100 - 45200 -126 Medicare 346.39 427.00 34.49 392.51 91.92% 427.00 0.00 E 100 -45200 -210 Operating Supplies (GENERAL) 25,139.49 10,000.00 658.28 9,341.72 93.42% 10,000.00 0.00 E 100 - 45200 -220 Repair /Maint Supply (GENERAL) 293.93 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -45200 -221 Maintenance Projects 13,946.45 15,000.00 0.00 15,000.00 100.00% 15,000.00 0.00 E 100 - 45200 -321 Telephone 652.20 700.00 87.91 612.09 87.44% 700.00 0.00 E 100 -45200 -364 Worker's Comp Insurance 947.00 1,189.00 2,556.00 - 1,367.00 - 114.97% 2,556.00 1,367.00 E 100 - 45200 -380 Utility & Services (GENERAL) 6,329.92 8,000.00 1,422.17 6,577.83 82.22% 8,000.00 0.00 E 100 -45200 -530 Improvements Other Than Bldgs 32,599.08 37,302.00 26,111.60 11,190.40 30.00% 37,302.00 0.00 NW Trails Grant E 100 - 45200 -810 Refunds /Reimbursements 0.00 0.00 400.00 0.00 0.00% 0.00 0.00 $ 105,648.27 $ 103,867.00 $ 33,795.09 $ 105,234.00 $ 1,367.00 Total Expense $ 3,165,581.11 $ 3,326,938.00 $ 713,182.05 $ 3,371,781.00 $ 44,843.00 GENERAL FUND TOTALS Total Revenue $ 3,303,919.95 $ 3,328,288.00 $ 286,008.83 $ 3,328,288.00 Total Expense $ 3,165,581.11 $ 3,326,938.00 $ 713,182.05 $ 3,371,781.00 Total Revenue - Total Expense $ 138 338.84 $ 1,350.00 $ 427,173.22 $ 43 493.00) 5 of 5 and Final Plat (phase 1) and Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for a residential development called "Ravinia" at Gleason Road and County Road 101 (PID 36- 119 -23 -13 -0007, 36- 119 -23 -13 -0005, 36- 119 -23 -14 -0005, 36- 119 -23 -14 -0003, 36- 119 -23 -14 -0006, 36- 119 -23 -43 -0001, 36- 119 -23 -41 -0002, 36- 119 -23 -41 -0003, 36- 119 -23 -24 -0001, 36- 119 -23 -24 -0003, 36- 119 -23 -21 -0001) (City File 13 -025) 60 -DAY REVIEW DEADLINE: May 18, 2014 1. Application Request Lennar has submitted a request for approval of: • Vacation of a portion of existing Gleason Road Right -of -Way • Final PUD Development Plan for "Ravinia" to allow 426 single family detached home lots on 266.57 acres. • Final Plat for Phase I *NOTE: Staff has attached the most relevant files to this packet; however, due to the size of the project not all files could be attached. The full set of plans, including detailed house plans and application materials, is available at City Hall for inspection during regular business hours. 2. Planning Commission Review The Planning Commission reviewed this item at their April 17th meeting. Other than the applicant, there was no one present to speak on this item. The Commission had several questions for the developer and staff regarding details on the plan. Two letter from residents were submitted in advance of the meeting and made part of the record. Staff noted that we are preparing a written response to the Haeger letter. Both letters are included in this packet. The Commission voted unanimously to recommend approval of the Final PUD Development Plan. Landfomi SensiblyGreen and Site to Flnish� are registered service marks of Landform Professional Services, LLC. Agenda Item: _ L A N D F 0 R M From Site to Finish 0 105 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, 2014 for the April 24, 2014 City Council Meeting RE: Public Hearing. Vacation of Gleason Road and Final Plat (phase 1) and Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for a residential development called "Ravinia" at Gleason Road and County Road 101 (PID 36- 119 -23 -13 -0007, 36- 119 -23 -13 -0005, 36- 119 -23 -14 -0005, 36- 119 -23 -14 -0003, 36- 119 -23 -14 -0006, 36- 119 -23 -43 -0001, 36- 119 -23 -41 -0002, 36- 119 -23 -41 -0003, 36- 119 -23 -24 -0001, 36- 119 -23 -24 -0003, 36- 119 -23 -21 -0001) (City File 13 -025) 60 -DAY REVIEW DEADLINE: May 18, 2014 1. Application Request Lennar has submitted a request for approval of: • Vacation of a portion of existing Gleason Road Right -of -Way • Final PUD Development Plan for "Ravinia" to allow 426 single family detached home lots on 266.57 acres. • Final Plat for Phase I *NOTE: Staff has attached the most relevant files to this packet; however, due to the size of the project not all files could be attached. The full set of plans, including detailed house plans and application materials, is available at City Hall for inspection during regular business hours. 2. Planning Commission Review The Planning Commission reviewed this item at their April 17th meeting. Other than the applicant, there was no one present to speak on this item. The Commission had several questions for the developer and staff regarding details on the plan. Two letter from residents were submitted in advance of the meeting and made part of the record. Staff noted that we are preparing a written response to the Haeger letter. Both letters are included in this packet. The Commission voted unanimously to recommend approval of the Final PUD Development Plan. Landfomi SensiblyGreen and Site to Flnish� are registered service marks of Landform Professional Services, LLC. 0 3. Parks Commission Review • 0 While not required by the ordinance, staff presented the Final PUD Development Plan to the Parks and Trails Commission for review. The Commission had questions about the timing of the park dedication and staff noted that the dedication will be done in phases with the plat. 4. Context Level of City Discretion in Decision - Making The City's discretion in approving a final PUD development plan is limited to whether or not the proposed plan is in substantial conformance with the approved preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City's discretion in approving a final plat is limited to whether or not the proposed plat meets the standards outlined in the City's subdivision and zoning ordinance and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. The City's discretion in approving a vacation is relatively high. If the City finds that the right -of -way is not needed, the City may vacate the right -of -way. Background The City Council approved a Rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. The approvals were subject to a number of conditions. The developer has been working to address those conditions. 5. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer's comments are incorporated into this staff report and the detailed comments are included in the attached engineering memo. Final PUD Development Plan The PUD offers enhanced flexibility to develop the site through the relaxation of most typical zoning district standards. The PUD allows for a greater variety of land uses, construction phasing and a potential for lower development costs. In exchange for this flexibility, the City expects a higher level of design and a more sensitive development than might normally be the case. The final PUD development plan must be reviewed for compliance with the preliminary PUD approvals. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. Architecture The preliminary PUD approvals required the applicant to prepare HOA documents for review and approval by the City Attorney. The applicant has submitted these materials, which are currently Lennar "Ravinia" (14 -003) April 24, 2014 • • 0 • being reviewed. The final documents (Design Review Guidelines for The Ravinia Neighborhood Association, Ravinia Lifestyle Homes Declaration of Covenants and the overall Neighborhood Declaration of Covenants for Ravinia) will be filed at Hennepin County. The applicant submitted a series of house plans and color palettes for the project with the preliminary PUD development plan. The current, more detailed plans include 4 different home series (Landmark, American Heartland, Lifestyle and NextGen), with options that allow more than 80 different home elevations with a wide variety of color and material combinations. Each house plan will be reviewed by the City prior to building permit to ensure that the ordinance standards as modified by the PUD are met. However, because this development will be constructed over a period of time, we expect that new or modified house plans will be added to the product line and would be administratively reviewed and approved by the City. The submitted plans comply with the PUD approvals with one potential exception. It is not clear how the house plans will be modified to comply with the following ordinance requirement: D. Side and Rear Facades: 1. Equal architectural treatment on all sides of the building (materials, articulation, etc.) shall be used for all new residential construction when located on or visible from an arterial road way or public park. Accenting shall be accomplished by including accenting materials and design on all facades. This requires that accent materials and building articulation be provided on all sides of the building when visible from arterial streets and public parks. There are two public parks planned in this property and one arterial street (County Road 101). For phase I of the development, this would affect 8 -10 units in Block 1, which back up to the planned neighborhood park. The applicant will be required to show compliance with these requirements. Parking On street parking is allowed on all public streets except Ravinia Parkway. On street parking is allowed on one side of the streets, but is prohibited in cul de sacs. Signage The preliminary PUD approvals allow two development signs at the main County Road 101 entrance, one sign at the Hackamore entrance and 7 smaller sub - neighborhood signs within the project. These plans were approved with the preliminary plat, but required additional information to show that the materials and colors would be consistent with the development. Staff has reviewed the materials and finds that they are consistent with the other materials proposed in the development. The ordinance requires signs to be set back 10 feet from the property line and outside the sight visibility triangle. The applicant must show compliance with these setback requirements when the building permit is requested. Lennar "Ravinia" (14 -003) April 24, 2014 • • • Signs may be externally illuminated with a downward focused light on a timer. Streets 0 The preliminary approvals require the developer to maintain the landscaping and irrigation on Ravinia Parkway and the cul de sac islands. The developer must enter into a maintenance agreement with the City to allow this work in the public right -of -way. The draft agreement is currently being reviewed by the City Attorney. This agreement must be filed at Hennepin County. The developer has proposed new street names for the project. The developer is proposing that the new east -west parkway be named "Ravinia Parkway ". The street generally runs along the alignment of the existing Gleason Road and 66th Avenue rights -of -way. The applicant will vacate the existing east portion of Gleason Road and the new parkway will ultimately provide a connection between County Road 101 and County Road 116. The City does not have a street naming policy and staff has no objection to most of the proposed the proposed street names, with one exception: • Staff recommends that the parkway be named "Gleason Parkway" rather than "Ravinia Parkway" as proposed. Off -Site Public Improvements There are a number of off -site improvements to streets that will be funded by the developer and constructed by the City, including improvements to County Road 101 and Gleason. The City is also completing extension of sanitary sewer and water to serve this project. These improvements will take place in phase I. Again the project is being constructed by the City and paid for by the developer. Financial guarantees for future improvements will be provided by the developer and paid for as outlined in the development contract that will be approved by the City Council with the final plat. Lighting The applicant has submitted a lighting plan that includes decorative light poles for installation on the public streets. The proposed fixtures are single Washington Postlight LED lights on the streets, except that the Ravinia (formerly Gleason) Parkway will have double arm lighting on single poles. The decorative fixtures are shown as 15 feet tall. The City Administrator is coordinating with Wright- Hennepin Electric on the cost and maintenance of the proposed fixtures. The final selection of the light fixtures is pending city approval and can be administratively approved prior to release of the final plat for filing. Parks, Trails and Open Space The preliminary approvals required a number trail easements and dedication of two public parks. Additionally, the developer is proposing a private park that will be constructed in Phase I. The private park is owned and maintained by the Homeowners Association for their exclusive use. No public parks are proposed for the area to be developed in phase I; however, future park dedication will include land dedication that exceeds ordinance requirement by approximately 40 %. Lennar "Ravinia" (14 -003) 4 April 24, 2014 • • 0 The ordinance requires dedication of 22.74 net acres of park dedication and the applicant is proposing to provide 32.12 net acres of public park. This additional park land dedication is one of the benefits of the PUD. Public Park 1 in the northwest portion of the site is 23.06 net acres (42.84 gross acres) Public Park 2 north of Gleason Road in the central portion of the site is 3.57 net acres (5.12 gross acres) Public trails. The applicant is showing 4.99 net acres (4.99 gross acres) of public easements for off -road trails. Land dedication for park land is consistent with the preliminary approvals, except that the acreage amounts have been refined based on the approved wetland delineation. Land dedication will be provided with each phase of development that includes park land dedication. Staff notes that following City Council approval of the plans, the Hunter Road /Hunter Lane neighborhood submitted a petition voicing two concerns about the approved plans: 1. Removal of a tree barrier for construction of the on -road trail on the south side of the new Gleason (or Ravina) Parkway 2. A trail connection from Ravinia to this neighborhood in the existing 63rd Avenue right -of -way Attached is a summary of the materials presented at the meeting and some follow up correspondence. The meeting provided an opportunity to share factual information, including the fact that the tree removal related to construction of Gleason Parkway is needed for the road construction and will be unchanged whether or the trail is constructed. There were also different opinions voiced by residents about the need for these trails within the neighborhood. The approved plans require both of these trails and any change to the approved plans is a policy decision for the City Council. Development Phasing The developer plans to develop this project in 9 phases. The developer would like to begin work on Phase I in May 2014. Phase I include 38 lots and 5 outlots. Three of the proposed lots include existing homes that will remain on site for a period of time, but will likely be redeveloped in future phases of the development and one lot is for the private park. Timing will be contingent upon extension of public infrastructure. The phasing plan may be modified at each stage to better correspond with public improvements. Through the PUD process, the City has the legal authority to negotiate a phasing plan with the developer. The City does not have this same authority with standard zoning. The Council approved the phasing plan as part of the preliminary approvals. The phasing schedule is the developer's best estimate and is subject the change depending on market conditions and infrastructure timing. Final Plat The applicant is requesting approval of a final plat to create 38 lots and 5 outlots (which are planned for future development phases). The final plat is consistent with the approved preliminary plat. Lennar "Ravinia" (14 -003) April 24, 2014 • • 0 As part of the final plat approval, Section 960 of the City Code also requires approval of a development contract ensure that a subdivider follows the conditions of approval and properly installs the basic improvements required in a plat. The development contract outlines developer responsibilities for improvements and requires a financial guarantee (usually in the form of a letter of credit) to ensure that the improvements are completed. Staff has prepared a development contract for Council review and approval. The development contract would be executed and recorded with the final plat. Vacation The applicant is requesting vacation of the eastern portion of Gleason Road. This was a condition of the preliminary approvals. The existing right -of -way will be vacated and new right -of -way will be dedicated for the new parkway as part of the final plat. Staff has reviewed the request and finds that the right -of -way is no longer required because new right -of -way will be provided for the new parkway. The vacation affects the location of the driveway for the Haeger property. As noted in the preliminary approvals, the developer is required to relocate the driveway to the new public street on the west side of the Haeger property. The developer is required to provide a new driveway of the same materials as the existing driveway. As noted in the attached memo from the city attorney, the vacation will provide more usable land for the Haegers on the south (where the existing right -of -way is) but will require a longer driveway. The developer will also be required to continue to provide access to the Tabor property throughout construction. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. The staff report noted the outstanding issues that must be addressed and we have included conditions in the attached resolutions to address these issues. The final plat will be presented to the City Council at the April 24th meeting with the final PUD development plan and partial vacation of Gleason Road. However, the final plat is not subject to Planning Commission review - -the Planning Commission will only make a recommendation on the final PUD development plan. 6. Recommendation The City Council should hold a public hearing and take testimony on the street vacation. Move to adopt the following: a. Resolution approving Vacation b. Resolution approving the Final PUD Development Plan c. Resolution Approving the Final Plat Lennar "Ravinia" (14 -003) April 24, 2014 • • e • Attachments a. Resolution approving Vacation b. Resolution approving the final PUD development plan C. Resolution approving final plat for Phase I of Ravinia d. Development Contract and Recapture Agreement e. Location Map f. Engineer's Memo dated April 9, 2014 g. Memo from City Attorney on Vacation dated February 5, 2014 h. Letter from Haegers dated April 15, 2014 i. Letter from Tabors dated April 17, 2014 j. Memo from City Administrator Martens dated April 2, 2014 regarding trail dedication k. Draft Design Review guidelines dated February 19, 2014 I. Site Graphics dated April 2, 2014 (partial only — full set available at city hall) M. Final Plat and Vacation Graphics dated April 2, 2014 n. Sample Home Plans (full package available at city hall) o. Private Park Plans Lennar "Ravinia" (14 -003) April 24, 2014 0 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -19 Motion By: Seconded By: April 24, 2014 APPROVING VACATION OF GLEASON ROAD WITHIN THE PROPOSED "RAVINIA" SUBDIVISION (CITY FILE 14 -003) WHEREAS, U.S. Home Corporation (dba Lennar) ( "the applicant ") has requested approval of a final plat for 38 single family home lots and 5 outlots for phase I of a multi -phase development totaling 426 homes on 266.57- acres: WHEREAS, the subdivision will provide new public street right -of -way for an extension of a new public minor collector roadway that will ultimately connect County Road 101 to County Road 116; WHEREAS, the new street alignment will be shifted within the project to avoid or minimize wetland impacts; WHEREAS, the applicant has requested vacation of the existing public right -of -way legally described as follows: Gleason Road as dedicated on the plat of FARRELL ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. WHEREAS, the actual road is not located in deeded right -of -way, but the right -of -way exists by prescriptive use, the applicant has also requested vacation of the section legally described as follows: That part of Gleason Road over, under and across the Southeast Quarter of the Northeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota, as shown on Hennepin County Maps and by prescriptive use. WHEREAS, the Corcoran City Council considered this item at a duly called Public Hearing; WHEREAS, the City finds that the existing right -of -way is no longer required as new right -of -way is dedicated with the plat; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the vacation, subject to the following conditions: 1. A vacation is approved in accordance with the application received by the City on March 17, 2014 and revisions received on April 2, 2014, except as amended by this resolution. 2. Approval of the vacation is contingent upon approval of the final plat for phase I of "Ravinia ". Page 1 of 2 City of Corcoran April 24, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014 -19 3. The applicant must continue to provide access to existing properties during construction. 4. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. 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 24th day of April 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -20 Motion By: Seconded By: April 24, 2014 APPROVING FINAL PUD DEVELOPMENT PLAN FOR "RAVINIA" FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (PID 36- 119 -23 -13 -0007, 36- 119 -23 -13 -0005, 36- 119 -23 -14 -0005, 36- 119 -23 -14 -0003, 36- 119 -23 -14 -0006, 36- 119 -23 -43 -0001, 36- 119- 23 -41- 0002, 36- 119 -23 -41 -0003, 36- 119 -23 -24 -0001, 36- 119 -23 -24 -0003, 36- 119 -23 -21 -0001) (CITY FILE 14 -003) WHEREAS, U.S. Home Corporation (dba Lennar) ( "the applicant ") has requested approval of a final PUD (planned unit development) plan for "Ravinia" a multi -phase residential development totaling 426 lots on a 266.57 -acre parcel legally described as: See Attachment A NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request by U.S. Home Corporation for a final PUD development plan for Ravinia and, FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1. A final PUD development plan is approved to create for 426 lots for Ravinia, in accordance with the plans and application received by the City on February 19, 2014 and revisions received April 2, 2014, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat. 3. The rezoning approved by Ordinance No. 2013 -281 on December 23, 2013 shall take effect upon adoption of this resolution adopting the final PUD development plan. 4. The development contract must be executed by the developer and the City and must be filed with the final plat. 5. Development is subject to the preliminary approvals in Resolutions 2013 -60 and 2013- 61. 6. The developer shall comply with all conditions of final plat approval (Resolution 2014- 21). 7. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this final plat is contingent upon extension of these services to the site. 8. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. Page 1 of 5 City of Corcoran April 24, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014 -20 9. Trailhead marker monuments are proposed by the developer, but are not approved at this time. Design and locations must be submitted for review and approval by the City Council prior to installation. 10. The applicant shall comply with all requirements of the City Engineer's memo, dated April 9, 2014. 11. The application is subject to the review and approval by the Elm Creek Watershed Management Commission. The applicant shall comply with any conditions of approval from the watershed. 12. The application is subject to the review and approval by Hennepin County. The applicant shall comply with any conditions of approval from the County, including the comments in the November 15, 2013 letter. 13. A FEMA map amendment with a letter of map revision (LOMR) is required and must be completed prior to final plat and final PUD development plan approval. 14. All platted residential lots shall comply with the following setbacks: 15. All garages must have a minimum 22 -foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. Architectural and Design standards 16. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face. In exchange for this flexibility: a. Garage door colors shall be compatible with the building colors. b. Architectural elements shall be added above the garage to de- emphasize the garage doors. c. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior of the home. 17. Except as noted above, all Design Requirements for the RSF -2 district shall be met. Specifically: Page 2 of 5 60 -foot lots 65 -foot lots 75 -foot lots Front, From County Road 101 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet Front Porch (<_ 120 square feet) 15 feet 15 feet 15 feet Side (living) 7.5 feet 10 feet 10 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet. ) 7.5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 15. All garages must have a minimum 22 -foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. Architectural and Design standards 16. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face. In exchange for this flexibility: a. Garage door colors shall be compatible with the building colors. b. Architectural elements shall be added above the garage to de- emphasize the garage doors. c. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior of the home. 17. Except as noted above, all Design Requirements for the RSF -2 district shall be met. Specifically: Page 2 of 5 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -20 April 24, 2014 a. All building elevations shall receive equal treatment and visual qualities. No blank elevations will be allowed. b. Equal architectural treatment on all sides of the building (materials, articulation, etc.) shall be used for all new residential construction when located on or visible from an arterial road way or public park. Accenting shall be accomplished by including accenting materials and design on all facades. 18. The HOA documents and architectural review and design guidelines for all homes and park building must be approved by the City Attorney and recorded at Hennepin County. 19. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the city for review and approval. Parking 20. No parking shall be permitted on Gleason Road or in the cul de sacs. 21. On street parking shall be allowed on one side of the public streets as determined by the City Engineer. "No parking" signs shall be installed by the developer. Landscaping and Lighting 22. The developer shall continue to work with the property owners at 6539 and 6536 Hunter Lane to develop a buffer from the new Gleason Parkway. This could include either fencing on the property line or some additional planting on private property. The solution must be presented for City Council approval with the final plat phase that includes these improvements. 23. The applicant shall work with the City to finalize the design of the decorative lighting that will be installed on the parkway. The applicant shall provide the street lights in compliance with City Policy. 24. The developer shall provide a separate Final Street Lighting Plan. 25. PUD flexibility is granted to allow additional development signage for the two main entrances and sub - association neighborhoods as shown on the landscape plans. The master sign plan for the development is approved. a. Development signage must be 10 feet from all property lines and located outside of the site visibility triangle. b. Sign lighting must be external illumination with downward focused lighting on a timer. 26. Wetland buffer sign locations must be resubmitted for staff review and approval following approval of the wetland mitigation plan. Streets, Parking and Utilities 27. Access to the Tabor property, the exemption parcel and the existing homes on the White Tail cul de sac shall be maintained throughout the construction process. Page 3 of 5 City of Corcoran April 24, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014 -20 28. The plans currently show the Tabor Easement but show the driveway as a "trail ". The plans must be clearly defined to show that as a private driveway and driveway easement. 29. The main public street shall be named "Gleason Parkway" not "Ravinia Parkway" as proposed. 30. The development shall comply with the Fire Chief's requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. FURTHER, that the following conditions be met prior to issuance of building permits: 1. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 2. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 3. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 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 24th day of April 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 4 of 5 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -20 ATTACHMENT A April 24, 2014 The Northeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And Outlot A, WOODLAND ACRES, Hennepin County, Minnesota. And Lot 1, Block 1, FARRELL 2ND ADDITION, Hennepin County, Minnesota. (Torrens) And The Southeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. (Torrens) 5-01. The West 300 feet of the East 1555.1 feet of the South 237.6 feet of the South One -Half of the Northeast Quarter of Section 36, Township 119, Range 23. And The West 275 feet of the East 1255.1 feet of the South 23 7.6 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23, West of the 5th Principal meridian, Hennepin County, Minnesota. And The East 326.7 feet of the South 200 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And The North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, except the North 215.48 feet of the South 685.68 feet of the East 547.53 feet thereof, Hennepin County, Minnesota. And North 215.48 feet of the South 685.68 feet of the East 547.53 feet of the North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, Hennepin County, Minnesota. And The Southwest Quarter of the Southeast Quarter of Section 3 6, Township 119, Range 23, Hennepin County, Minnesota. Page 5 of 5 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -21 Motion By: Seconded By: April 24, 2014 APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR "RAVINIA" FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (PID 36- 119 -23 -13 -0007, 36- 119 -23 -13 -0005, 36- 119 -23 -14 -0005, 36- 119 -23 -14 -0003, 36- 119 -23 -14 -0006, 36- 119- 23 -43- 0001, 36- 119 -23 -41 -0002, 36- 119 -23 -41 -0003, 36- 119 -23 -24 -0001, 36- 119 -23 -24 -0003, 36- 119 -23 -21 -0001) (CITY FILE 14 -003) WHEREAS, U.S. Home Corporation (dba Lennar) ( "the applicant ") has requested approval of a final plat for 38 single family home lots and 5 outlots for phase I of a multi -phase development totaling 426 homes on a 266.57 -acre parcel legally described as: See Attachment A NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request by U.S. Home Corporation for a final plat for Ravinia and, FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1. A final plat is approved to create 36 lots and 5 outlots for Ravinia, in accordance with the plans and application received by the City on April 2, 2014, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final PUD development plan. 3. The development contract must be executed by the developer and the City and must be filed with the final plat. 4. Development is subject to the preliminary approvals in Resolutions 2013 -45, 2013 -46 -, 2013 -47 and 2013 -48. 5. The developer shall comply with all conditions of final PUD development plan approval (Resolution 2014 -20). 6. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this final plat is contingent upon extension of these services to the site. 7. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for Phases 2 -9. Page 1 of 4 City of Corcoran April 24, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014 -21 8. Park dedication is based on the development of the entire Ravinia site and shall be land dedication at the time of final plat for the phases that include public park dedication. 9. The applicant shall comply with all requirements of the City Engineer's memo, dated April 10, 2014. 10. The applicant shall provide the approved final plat and final plan drawings to the city in an electronic format. FURTHER, that the following conditions be met prior to issuance of building permits: 1. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. 2. Wetland buffer monument signs must be purchased from the city and installed as shown on the plans. 3. The applicant must file the final plat for phase at Hennepin County within 2 years of the date of approval or the approval shall expire. 4. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 5. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 6. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. FURTHER, that the following conditions be met prior to release of remaining escrow: 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. Page 2 of 4 City of Corcoran County of Hennepin State of Minnesota VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron RESOLUTION NO. 2014 -21 VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron April 24, 2014 Whereupon, said Resolution is hereby declared adopted on this 24th day of April 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 4 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 -21 ATTACHMENT A April 24, 2014 The Northeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And Outlot A, WOODLAND ACRES, Hennepin County, Minnesota. And Lot 1, Block 1, FARRELL 2ND ADDITION, Hennepin County, Minnesota. (Torrens) And The Southeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. (Torrens) 5-01. The West 300 feet of the East 1555.1 feet of the South 237.6 feet of the South One -Half of the Northeast Quarter of Section 36, Township 119, Range 23. And The West 275 feet of the East 1255.1 feet of the South 23 7.6 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23, West of the 5th Principal meridian, Hennepin County, Minnesota. And The East 326.7 feet of the South 200 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And The North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, except the North 215.48 feet of the South 685.68 feet of the East 547.53 feet thereof, Hennepin County, Minnesota. And North 215.48 feet of the South 685.68 feet of the East 547.53 feet of the North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, Hennepin County, Minnesota. And The Southwest Quarter of the Southeast Quarter of Section 3 6, Township 119, Range 23, Hennepin County, Minnesota. Page 4 of 4 DRAFT REVISED 04/17/14 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RA VINIA — MASTER AND PHASE I AGREEMENT dated , 2 , by and between the CITY OF CORCORAN, a Minnesota municipal corporation ( "City "), and U.S. Home Corporation (dba Lennar) (the "Developer "). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Ravinia (referred to in this Contract as the "plat "). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within (180) days after the City Council approves the final plat. 3. RIGHT TO PROCEED. This subdivision upon full development will consist of 426 new single family lots. Phase I of the development will consist of 38 lots and 5 outlots. Although the focus of this development contract is Phase I of the Subdivision, this agreement is intended to regulate the development of the Property as a whole and the construction of certain public and private improvements. Subsequent phases of the subdivision will require additional development contracts. The Developer may not grade or otherwise disturb the earth or remove trees until 1) this agreement has been fully executed by both parties and filed with the City Clerk and 2) the necessary security has been received by the City. The Developer may not construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) the plat has been recorded with the Hennepin County Recorder's Office, 2) Construction Plans are approved by the City and distributed, 5) a pre - construction conference is held and 3) the City's Planner has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi - phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and trunk line area charge (TLAC)s for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed based on the fee schedule in place at the time the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi - phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within nine (9) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For nine (9) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Exhibit A - Legal Description Plan A - Final Plat, dated Plan B - Final Grading, Drainage, and Erosion Control Plan, dated Plan C - Final Tree Preservation and Reforestation Plan, dated Plan D - Plans and Specifications for Public Improvements, dated. Plan E - Final Street Lighting Plan, dated Plan F - Final Landscape Plan, dated Plan G - Permanent Traffic Control Plan, dated Plan H - Revised Preliminary Plat, dated 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements within the project area: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc • Grading and Erosion Control • Sidewalks /Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities -2- The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall contract with an engineer to provide field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and engineers inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer's engineer shall provide for on -site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre - construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. OFF -SITE PUBLIC IMPROVMENTS. The City intends to construct Gleason Parkway /66th Avenue from the western edge of the subject property to County Road 116, to improve the intersections of Gleason Parkway /66th Avenue at County Road 101 and County Road 116, extend sewer and water from the north to serve the subdivision and complete a wetland restoration project to the north to accommodate the project. The public improvements are more fully detailed in the Lennar Development Infrastructure Feasibility Study dated April 2013, prepared by Wenck Associates, Inc., the city's engineer. Certain off -site public improvements shall be subject to the recapture agreement between the City of Corcoran and the developer. a. The City shall design and install and the developer shall pay for the following improvement, which shall be paid at the time the final plat for phase I is released for recording unless otherwise noted: • The developer's portion of the Hackamore Road Project as outlined in the feasibility study and estimated at $1,140,000. The developer will be responsible for their share of the actual construction costs. The connection to Hackamore must be designed and constructed within one year of the time the final plat is approved for the phase completing 40% of the home sites within the approved preliminary plat. In order to ensure that the public project on Hackamore is constructed in advance of this connection, the payment for these improvements shall be made annually on a 4 year prorated basis: o 2014 - Payment of $285,000.00 due with execution of this document. -3- o 2015 - Payment of $285,000.00 due with execution of the Phase II development contract document. o 2015 - Payment of $285,000.00 due with execution of the Phase III development contract document. o 2016 — Final payment of $285,000.00 (or the remaining portion of the developer's share of the costs) due with execution of the Phase IV development contract document. • The Sewer Line and Lift Station to the north as outlined in the feasibility study and estimated at $1,200,000. The developer has pre -paid $670,000 and the remaining $530,000 shall be due with the Phase I final plat. • Wetland Restoration as outlined in the feasibility study and estimated at $100,000. • CSAH 101 turn lanes as outlined in the feasibility study and estimated at $125,000. • CSAH 116 and 66th Avenue turn lanes as outlined in the feasibility study and estimated at $125,000. This payment shall be due prior to release of the phase IV plat for recording. • CSAH 116 and 66th Avenue street improvements as outlined in the feasibility study and estimated at $900,000. This payment shall be due prior to release of the phase IV plat for recording. • The developer's portion (50% of the total actual cost) of the CSAH 101 traffic signal as outlined in the feasibility study and estimated at $100,000. • The developer's portion (50% of the total actual cost) of the CSAH 116 traffic signal as outlined in the feasibility study and estimated at $100,000. b. The developer agrees to pay the City the cost of these improvements as outlined above, except the Hackamore Improvements, with the Phase I final plat. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost vs the actual cost of each improvement. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights -of -Way • Minnesota Department of Health for Watermains /Wells • NPDES Perm its • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and /or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Perm its -4- 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements in Phase I by November 15, 2014, with the exception of the final wear course of asphalt on streets. The Developer shall have the option of installing the wearing course of streets within one (1) year following initial commencement of work on the required basic improvements or installing it after the first course has weathered a winter season, consistent with warranty requirements. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The City and the developer collectively recognize the importance of completing offsite improvements to bring municipal water and sanitary sewer to the site. The city agrees to work diligently toward completion of offsite improvements to bring public sewer and water to serve the site by fall 2014. Completion shall be defined to include the completion of any necessary testing required to pull building permits for residential construction. The developer also agrees to fund off -site improvements as noted in this agreement. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with the development. 13. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via . No construction traffic is permitted on other adjacent local streets. City will ensure that access to the subdivision remains open to 7 -ton trucks during spring road restrictions via County Rd 101 to Ravinia Parkway. The city will not accept new public streets until construction is complete within the development, or is restricted to certain routes (and off -route streets may be accepted) 14. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan B. The plan shall conform to City of Corcoran Engineering Design Standards. 15. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency's Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. 16. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to insure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the -5- subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer's operation. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements or right -of -way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: Contractor's Certificate Engineer's Certificate Land Surveyor's Certificate 18. PARK DEDICATION. The Developer shall dedicate to the City the two public parks as shown on the preliminary plat. The Developer shall also dedicate to the City the trail easements as shown on the preliminary plat. The Developer shall construct the bituminous trails within the Subdivision, but is not responsible for construction of trails in the land to be dedicated to the City as park land. Land dedication and trail easement dedication shall be with the final plat of the adjacent phase of development. 19. WATER TANK SITE. The Developer shall dedicate to the City the water tank site as shown on the preliminary plat. Land dedication shall be with the final plat of the adjacent phase of development. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 14.26 net acres (based on pre - developable area) x $4,450 per acre = $63,457.00 for phase I. The developer shall pay the water trunk line area charge (TLAC) for phase I in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then - current rates. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 50 units x $1,000.00 per unit= $50,000. The developer shall pay the water connection charge at the time this document is executed for the first 50 lots. Future development shall be cash at the time of issuance of each building permit at the then - current rates. The developer will be responsible for payment of the then - current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 14.26 net acres (based on pre- developable area) x $3,075 per acre = $43,849.50 for phase L The developer shall pay the sanitary sewer trunk line area charge (TLAC) for phase I in cash at the time this document is executed. Future phases shall be cash with the final plat for each future phase subject to the then - current rates. The developer will also be responsible for payment of the then - current SAC fee set by the Metropolitan Council. -6- 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 50 units x $1,000.00 per unit= $50,000. The developer shall pay the water connection charge at the time this document is executed for the first 50 lots. Future development shall be cash at the time of issuance of each building permit at the then - current rates. 24. CREDIT FOR OVERSIZING OF SANITARY SEWER The Developer is eligible for credit for oversizing sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the cost estimate against standard sewer construction project costs developed by the City Engineer for the minimum required line size constructed in similar conditions. The additional work for Phase 1 sewer is limited to over depth, for the 8 -inch line at $7 per lineal foot. The total credit for over depth sewer within Phase 1 is $11,600. No credit will be given for oversize of watermain, since the 12 -inch main is reasonable for fire flow for a development of this size. 25. BUILDING PERMITS /CERTIFICATES OF OCCUPANCY. A. All utilities, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except two model homes on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. Outhouses. The Developer shall provide on -site a sufficient number of portable outhouses to be available for the persons who will be working on -site until improvements are accepted by the City of Corcoran. C. The Developer shall comply with the City of Corcoran Engineering Design Standards. D. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City's zoning ordinance. Specifications for the monuments are available from the City Planner. E. Breach of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 26. STREET REGULATORY SIGNS /TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed -7- prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 27. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 28. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8 %) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ( "SAC "), City water connection charges, City sewer connection charges, and building permit fees. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of Preliminary Plat approval (Resolution 2013 -60), Preliminary PUD Development Plan approval (Resolution 2013 -61), Final PUD Development Plan approval (Resolution 2014 -20), Vacation approval (Resolution 2014 -21) and Final Plat approval (Resolution 2014 -21). -8- B. There is no park dedication due with phase I of this development, however, park dedication in the form of two public parks and numerous off -road trails shall be dedicated in future phases. Before the City signs the final plat for these future phases with park land dedication, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City. C. The Developer shall install a temporary turnaround on the north and south end of Carriage Way until it is extended to the connecting streets with the adjoining phase of the Ravinia development. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. D. The Developer shall post a $3,800. 00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 38 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. F. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. G. The Developer shall include the "City of Corcoran's Standard Detail Specifications" (all applicable sections) in the contract documents of their improvement project. H. Other requirements: (Insert preliminary and final plat approval conditions here.) 30. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. C. Appropriate legal documents regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. -9- D. The parties anticipate that the Developer will make the HOA responsible for maintenance, repair or replacement of landscaping and irrigation in the boulevard medians and cul de sac islands; maintenance, repair or replacement of storm water improvements as needed and maintenance, repair or replacement of private park improvements. The Developer agrees to inform purchasers of lots within the Subdivision that 1) the city does not plan to maintain or pay for maintenance, repair or replacement of any such improvements and that the HOA will have primary responsibility for such work; 2) the City has the right but not the obligation to perform necessary work upon the failure or refusal of the HOA to do so; and 3) if the city performs any work on these improvements, the City intends to assess the cost of such work against the lots within the Subdivision and other portions of the property. E. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,500,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $2,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. F. Third parties shall have no recourse against the City under this Contract. G. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. H. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. I. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. The developer shall provide the City with proof of ownership (fee title) at the time this document is executed. J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. -10- K. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. 31. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, following a 30 day written demand that developer cure the default, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 32. WARRANTY /PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer or its contractors shall submit either 1) a warranty /maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty -five percent (25 %) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one growing season following installation. 33. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank, cash escrow or a combination cash escrow and Letter of Credit ( "security ") for $$5,93 7,172.15, which represents 125 percent of the estimated cost of the Improvements, less payments previously made by the developer totaling $1,347,306 50. The Letter of Credit shall be issued by a bank determined by the City to be solvent and creditworthy and shall be in a form acceptable to the City. The Letter of Credit shall allow the City to draw upon the instrument, in whole or in part, to reimburse the City for the full cost of the Improvements. The letter of credit shall include an automatic renewal clause. -11- The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the city engineer may reduce the letter of credit to the amount reasonably estimated by the City engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the city attorney and the city engineer has been provided by the developer or its subcontractor. Notwithstanding anything herein to the contrary, the Subdivision Letter of Credit shall not be reduced to less than $50,000, until such time as the City releases the entire Subdivision Letter of Credit. If at any time the City reasonably determines that the bank or banks issuing the Letter of Credit no longer satisfy the City's requirements regarding solvency and creditworthiness, the City shall notify the Developer and the Developer shall provide to the City within 30 days a substitute for the respective Letter of Credit from another bank meeting the City's requirements. If the Developer fails to provide the City within 30 days with a substitute Letter of Credit from an issuing bank satisfactory to the City, the City may draw under the existing Letter of Credit. The amount of the security was calculated as follows: -12- ESTIMATED COSTS (1) Public Improvement /City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. * Note: If a grading permit was issued and the financial guarantee released and /or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. -13— Developer ITEM City Project (1) Installed (2) Private (3) Total Street Construction $983,359 $983,359 Hackamore Road $1,140,000 $1,140,000 CSAH 101 Turn Lanes $125,000 $125,000 CSAH 116 and 66`h Avenue Turn Lanes $125,000 $125,000 66th Avenue Street Improvements $900,000 $900,000 Traffic Signal at CSAH 101 $100,000 $100,000 Traffic Signal at CSAH 116 $100,000 $100,000 Sanitary Sewer System $530,000 $464,850 $994,850 Watermain System $319,040 $319,040 Storm Sewer System $455,185 $455,185 Boulevard and Drainage Swale Sod $0 $0 Pond Construction/Wetland Rest. $0 $0 Rain Garden $0 $0 Street and Traffic Control Signs $0 $0 Sidewalk Improvements $0 $0 Trail Improvements $0 $0 Landscaping $0 $0 Street Lighting $0 $0 Site Grading & Drainage Imp.* $623,163 $623,163 Setting Iron Monuments $3,800 $0 Tree Preservation and Reforestation $0 $0 Wetland Buffer Monuments $0 $0 $2,845,596.50 SUB- TOTAL: $$3,020,000 $3,800 $5,869,396.50 Admin, Insp, As- Builts (8 %) $227,647.72 $227,647.72 Total: $3,020,000 $3,073,244.22 $3,800 $6,097,044.22 Total Project Cost $6,097,044 (1) Public Improvement /City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. * Note: If a grading permit was issued and the financial guarantee released and /or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. -13— 34. This breakdown is for historical reference; it is not a restriction on the use of the security. The City shall provide the Developer written notice of any default for which the City feels a draw down may be necessary. Upon receipt of notice, developer shall have 15 days to cure any default The City may draw down the security, if the developer fails to cure the default or violation of the terms of this contract or if the security. The bank shall be subject to the approval of the City Administrator. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty -five percent (25 %) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 35. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval for Phase I: Sanitary Sewer Connection Charge $50,000.00 Sanitary Sewer Trunk line area charge (TLAC) $43849.50 Watermain Connection charge $50,000.00 Water Supply Trunk line area charge (TLAC) $63,457.00 Off -Site Improvements - Hackamore $285,000.00 Off -Site Improvements -Sewer Line and Lift $530,000.00 Station Off -Site Improvements - Wetland Restoration $100,000.00 Off -Site Improvements -CSAH 101 turn lanes $125,000.00 Off -Site Improvements -CSAH 101 traffic signal $100,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ $1,347,30650 36. AGREEMENT RUNS WITH THE LAND. This Agreement shall run with the Property and shall be recorded against the title thereto. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the land within the Subdivision; that there are no unrecorded encumbrances or interests relating to the Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. -14- 37. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. -15- CITY OF CORCORAN: IC (SEAL) AND STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) Ken Guenthner, Mayor Brad Martens, City Administrator The foregoing instrument was acknowledged before me this day of , 20 , by Ken Guenthner and by Brad Martens, the mayor and city administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DEVELOPER: C Its: STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) NOTARY PUBLIC The foregoing instrument was acknowledged before me this day of , 201 by the of on its behalf. NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT , fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 2 STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of , 2 , by NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGE CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of STATE OF MINNESOTA ( ss. COUNTY OF HENNEPIN 2 The foregoing instrument was acknowledged before me this 2 , by NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 day of , CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT , which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this day of STATE OF MINNESOTA ( ss. COUNTY OF HENNEPIN 2 The foregoing instrument was acknowledged before me this 2 , by NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 day of , EXHIBIT "A" TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as Ravinia The Northeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And Outlot A, WOODLAND ACRES, Hennepin County, Minnesota. And Lot 1, Block 1, FARRELL 2ND ADDITION, Hennepin County, Minnesota. (Torrens) And The Southeast Quarter of the Northwest Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. (Torrens) And The West 300 feet of the East 1555.1 feet of the South 237.6 feet of the South One -Half of the Northeast Quarter of Section 36, Township 119, Range 23. And The West 275 feet of the East 1255.1 feet of the South 23 7.6 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23, West of the 5th Principal meridian, Hennepin County, Minnesota. And The East 326.7 feet of the South 200 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 119 North, Range 23 West of the Fifth Principal Meridian, Hennepin County, Minnesota. And The North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, except the North 215.48 feet of the South 685.68 feet of the East 547.53 feet thereof, Hennepin County, Minnesota. And North 215.48 feet of the South 685.68 feet of the East 547.53 feet of the North Half of the Southeast Quarter of Section 36, Township 119 North, Range 23 West, Hennepin County, Minnesota. And The Southwest Quarter of the Southeast Quarter of Section 3 6, Township 119, Range 23, Hennepin County, Minnesota. IRREVOCABLE LETTER OF CREDIT TEMPLATE To: City of Corcoran Attn: City Clerk 8200 County Road 116 Corcoran, MN 55340 Dear Sir or Madam: We hereby issue, for the account of , and in your favor, our irrevocable letter of credit in the amount of $ , for the purpose of available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, "drawn under the Letter of Credit No. , dated , 2 , of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at credit. on or before the expiration date of the letter of d. Reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty -five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty - five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Clerk, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. IC Signature Its Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator RECAPTURE AND REIMBURSEMENT AGREEMENT THIS AGREEMENT (the "Agreement ") is made and entered into this day of , 2014, by and between the City of Corcoran, a Minnesota municipality ( "City") and U.S. Home Corporation, a Delaware corporation ( "Developer "). WITNESSETH: WHEREAS, the City is the local government body authorized by law to require the installation of water mains, sanitary sewer mains, roadway improvements and related facilities as a condition of the platting and development of land situated within its municipal limits; and WHEREAS, the City commissioned a Concept Utility Report for Public Infrastructure dated January 17, 2005 (the "Feasibility Report ") to provide a conceptual review of the required infrastructure to serve future and existing development within the City, including required infrastructure within the Southeast Quadrant of the City. WHEREAS, the Developer is seeking approval from the City in connection with the development of certain real property located within the Southeast Quadrant of the City and legally described on Exhibit A attached hereto and made part hereof (the "Developer Parcel "); and WHEREAS, the City and Developer have entered into that certain Development Contract dated as of , 2014 (the "Development Contract ") whereby the City has required the Developer to construct certain off -site improvements in connection with the proposed development, and for purposes of this Recapture Agreement the following improvements, all as outlined in the Feasibility Report, shall be referred to as the "New Facilities" and subject to the terms hereof. sewer line and lift station to the north; and 100173235v2 WHEREAS, the Mayor and City Council hereby find and determine that the construction of the New Facilities will confer a benefit to certain real properties described in Exhibit B attached hereto and identified on the map, Exhibit C attached hereto (the "Benefited Properties" or "Benefited Property ", as the context may require) and that it would be equitable and appropriate to require the Benefited Properties to pay a portion of the cost of constructing the New Facilities; and WHEREAS, the Developer has agreed to advance the entire cost of constructing the New Facilities on the condition that the owners of the Benefited Properties shall reimburse the Developer on a pro rata basis in accordance with this Agreement and the ordinances, resolutions and other enactments of the City adopted pursuant to this Agreement; and WHEREAS, the Mayor and City Council further find and determine that the apportionment of the cost of developing the New Facilities between the Benefited Properties as set forth herein is fair and equitable; and WHEREAS, the City is authorized by law to enter into agreements to provide for the recapture of offsite improvement costs; NOW, THEREFORE, FOR GOOD AND VALUABLE CONSIDERATION, THE CITY OF CORCORAN AND THE DEVELOPER AGREE AS FOLLOWS: 1. INCORPORATION OF RECITALS The foregoing recitals are hereby incorporated into the body of this agreement as if fully set forth and repeated herein. Similarly, any attached Exhibit referred to in this agreement shall be deemed incorporated herein by reference. 2. ADOPTION OF RECAPTURE ORDINANCE The City agrees to adopt an ordinance (the "Recapture Ordinance ") imposing a recapture obligation on the Benefited Properties for the use and benefit of the Developer. The 2 100173235v2 City shall adopt the Recapture Ordinance within one hundred twenty (120) days after the approval by the City of the Developer's Certificate of Actual Cost (as described in Paragraph 6) or within one hundred twenty (120) days after the City has accepted the dedication of the New Facilities, as evidenced by the City's release of the surety bond or other security submitted by the Developer to secure completion of the New Facilities. The City shall record a copy of the Recapture Ordinance with the Hennepin County Recorder and/or Hennepin County Registrar of Title, as appropriate, against the Benefited Properties. The form of the Recapture Ordinance shall be substantially similar to the document attached as Exhibit D. In the event a Benefited Property commences development prior to the adoption of the Recapture Ordinance, and such development includes the connection of the Benefited Property to, or benefit from, the New Facilities, the City shall require as a condition of plat or building permit approval, that the Benefited Owner (as defined in Paragraph 4 below) pay to the City an Estimated Recapture Fee in an amount reasonably calculated to approximate the actual Recapture Fee that is to be required of the Benefited Property and that the Benefited Owner waive any right to contest the Recapture Ordinance. Upon the adoption of the Recapture Ordinance, the City shall determine whether an additional payment or credit is due to or from the Benefited Owner and collection or payment thereof shall be effected accordingly. 3. EXPENSES ELIGIBLE FOR RECAPTURE The Recapture Ordinance shall provide that the Developer shall be entitled to recapture from the Benefited Properties an equitable portion of its actual expenses in constructing the New Facilities. Eligible expenses may include all of the following and are subject to approval by the City (the "Eligible Expenses "): (a) engineering plans and specifications for the New Facilities and any revisions thereto and other engineering - related expenses; 3 100173235v2 (b) observing and supervising the construction of the New Facilities; (c) constructing the New Facilities; (d) fees for permits, plan review and inspection and other fees required by the City or any other governmental agency having jurisdiction over the Developer Parcel in connection with the construction of the New Facilities; (e) securing any real estate, easements or licenses necessary for the construction, installation, completion or maintenance of the New Facilities; (f) repairing or replacing all or any portion of the New Facilities prior to the City's acceptance of the same; 4. AMOUNT OF RECAPTURE The amount of the fee (the "Recapture Fee ") applicable to each Benefited Property and payable by each Benefited Party shall be the total amount of the TLAC fees paid by the owners of those Benefited Properties described in Exhibit B and identified on Exhibit C. 5. PAYMENT OF RECAPTURE OBLIGATION The Recapture Fee shall be paid to Developer by the City from TLAC fees paid by the Benefited Owner to the City. The Recapture Fee shall terminate and all obligations of the City to collect and pay the Recapture Fee shall terminate twenty (20) years from the date of this Agreement. The City and its officers, employees and agents shall make reasonable efforts to duly collect the Recapture Fee for each Benefited Property. The City shall issue a receipt to the Benefited Owner upon payment of the Recapture Fee and shall promptly thereafter provide a copy of each such receipt to the Developer. The City shall pay to the Developer the amount of the Recapture Fees collected, less a five percent (5.0 %) administrative fee to be retained by the City. The City shall make such payment to the Developer no later than thirty (30) days after the City's receipt of payment by a 4 100173235v2 Benefited Owner. Upon receipt of full payment of the recapture obligation in immediately available funds, the City may execute a release of the recapture obligation and deliver the release to the Benefited Party. The payment of a Recapture Fee by a Benefited Owner shall be in addition to any other tax, fee, charge, assessment or recapture obligation imposed by the City. Notwithstanding anything in this Agreement to the contrary, the Developer and all subsequent owners of all or any portion of the Developer Parcel shall have the right to connect to the New Facilities and no Recapture Fee shall be payable by any of said parties. 6. CERTIFICATION OF ACTUAL COSTS Prior to dedicating the completed New Facilities, the Developer shall file its Certificate of Actual Costs with the City. This Certificate shall be prepared under seal by a professional engineer retained by the Developer at its expense and shall include the following items: (a) The total actual costs of the New Facilities broken down by eligible recapture items, unit prices, quantities, and unit description. (b) The total actual Eligible Expenses to be recaptured from the Benefited Properties. (c) PIN, common address and owner of record of each Benefited Property; (d) The total acreage of the Benefited Properties and the acreage of each Benefited Property; (e) The amount of the recapture obligation for each Benefited Property. 7. ENFORCEMENT (a) Form of Enforcement Action This Agreement may be enforced by any appropriate action at law or in equity. The laws of the State of Minnesota shall govern this Agreement. 5 100173235v2 This Agreement shall not be enforced so as to vest in the Developer an ownership or possessory interest in any real property, roadway, water main, sanitary sewer, or other item of personal property owned or claimed by the City; nor shall this Agreement be enforced so as to abrogate any right or interest Developer may have under applicable law in or to the aforesaid real and personal property. No action may be brought to enforce this Agreement or any lien or claim arising under the Recapture Ordinance more than twenty -five (25) years after the effective date of the Recapture Ordinance. (b) Demand and Cure No action, shall be brought to enforce this Agreement unless the complaining party shall have first made written demand of performance on the other party and shall have provided a thirty (30) day period in which to perform as demanded. Demand and cure shall not be a condition precedent to an enforcement action against a Benefited Property, Benefited Parry, or other party of interest. (c) Limited Recourse It is understood and agreed that the City's obligation to reimburse the Developer shall be limited to funds collected for TLAC fees paid by the owners of the Benefited Properties as provided herein, and provided that the City has performed its obligations under this Agreement, payments made hereunder shall be made solely out of said funds. This Agreement shall not be construed as creating any obligation upon the City to make payments from any other fund or revenue source. (d) Enforcement Against Benefited Properties 6 100173235v2 In addition to the any other right of enforcement, the City or the Developer may sue the owner of any Benefited Property owing a Recapture Fee for collection thereof. In the event the Developer initiates a collection lawsuit, the City agrees to cooperate in Developer's collection attempts hereunder by allowing reasonable access to the City's public records pertaining to the development of the Benefited Property and the collection of any Recapture Fee therefor. 8. NOTICES Notices hereunder shall be given to the parties set forth below and shall be made by hand delivery, facsimile (with proof of transmission deposited in regular U.S. Mail within a reasonable time thereafter), overnight delivery or by regular mail. Any notice shall be deemed to have been given within a required time if sent by any of the foregoing methods within the time limit. For the purpose of calculating time limits which run from the giving of a particular notice the time shall be calculated from the earlier of actual receipt of the notice, or two (2) business days following deposit in the United States mail with respect to mailed notices, one (1) business day following deposit if delivered to an overnight courier guaranteeing next day delivery, and on the same day if sent by personal delivery (with affidavit of service) or facsimile copy (with proof of transmission). Any notice limit or other deadline that falls on a Saturday, Sunday or legal public holiday shall automatically be extended to the next business date. Notice to City shall be addressed as follows: City Administrator City of Corcoran 8200 County Road I I6Corcoran, Minnesota 55340with a copy to: 7 100173235v2 City Attorney City of Corcoran 6300 Shingle Creek Parkway, Suite 305 Brooklyn Center, Minnesota 55430Notice to Developer shall be addressed as follows: U.S. Home Corporation Attn: Jon Aune 16305 — 36th Avenue North, Suite 600 Plymouth, MN 55446 -4270 with a copy to: The parties may hereafter agree in writing to accept service of notice in any other manner. 9. MISCELLANEOUS (a) Successors This Agreement shall bind and inure to the benefit of the City and its successor municipal authorities and to the benefit of the Developer and its successors, grantees and assigns. (b) Amendments This Agreement may be amended only by written instrument approved and executed by the parties. (c) Recapture Obligation is Quasi in Rem The terms and conditions of this Agreement shall constitute a real obligation running with the land of the Benefited Properties. The recording of this Agreement, a memorandum of this Agreement, or the Recapture Ordinance shall, to the extent provided by law, create and constitute a lien against each Benefited Property, including each subdivided lot hereafter 8 100173235v2 contained therein, in favor of the City and the Developer, in the amount of the recapture obligation, as annually adjusted for inflation. (d) Recording The City shall record this Agreement, a memorandum of this Agreement, or the Recapture Ordinance against the Benefited Properties with the Hennepin County Recorder and/or Hennepin County Registrar of Titles, as appropriate. (e) Joint Release If the Developer, jointly with any Benefited Party, notifies the City that they have made provisions for the payment of a recapture obligation outside of the terms of this Recapture Agreement, then the City shall not require the owner of such Benefited Property to pay a recapture obligation as a condition of connecting to and using the New Facilities. (f) Books and Records The City shall keep and maintain complete and accurate books and records showing the Recapture Fee and interest collected by it. The Developer and its agents shall have the right to inspect and duplicate said books and records upon reasonable notice during business hours. 10. EFFECTIVE DATE This Agreement shall take effect on the date hereinabove first written. CITY OF CORCORAN, a Minnesota municipal corporation By: Attest: 9 100173235v2 U.S. HOME CORPORATION, a Delaware corporation By: Attest: EXHIBIT A DEVELOPER PARCEL 10 100173235v2 EXHIBIT B BENEFITED PROPERTIES 11 100173235v2 EXHIBIT C RECAPTURE ORDINANCE 12 100173235v2 MAP OF BENEFITED PROPERTY AREA 13 100173235v2 Hennepin County GIS - Printable Map Interactive Maps, �r i C Parcel 36- 119 -23 -21 -0001 A -T -B: Abstract ID: Owner The Estate Richard J Deziel Market $468,000 Name: Total: Parcel 52 Address Unassigned Tax $7,681.54 Address: Corcoran, MN 00000 Total: (Payable: 2013) Property Sale $1,140,000 Type: Price: Home- Non - Homestead Sale 05/2012 stead: Date: Parcel 41.68 acres Sale Vacant Land Area: 1,815,501 sq ft Code: 10 Page 1 of 1 Property Map 00 ft Print Date: 6/6/2013 A, r: �w 76 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 t&i —1 Green." http: / /gis.co.hennepin.mn.us /Property /printldefault.aspx ?C =45 853 8.0516891034,4991317.3 ... 6/6/2013 ,nck e&We Engineers • Scientists Business Professionals ENGINEER'S MEMORANDUM TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. City Engineer DATE: April 9, 2014 SUBJECT: Ravinia Final PUD Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479 -4200 Fax(763)479 -4242 wenckmp @wenck.com www.wenck.com This memorandum presents review results for the final PUD application for Ravinia dated 3/12/14. General • The original conditions of the approval remain in effect • Wetland approvals are still pending with ACOE, BWSR, and Watershed • The developer and City are moving forward on improvements for Phase 1 including: • Turn lanes on CR 101 at Gleason Road • Sewer line and lift station towards the MCES property north of CR 10 • Waterline along west side of CR 101 to connect near the Maple Grove border • Additional infrastructure improvements to serve the development are shown on the attached "stick figures ". • The figures are for summary purposes only, the upcoming development agreement will more clearly identify which projects are the responsibility of Lennar, , etc. • Funding for the infrastructure is utilizing various tools (escrow, utility funds, future escrows, etc.) and the amounts remain consistent with the City's 5 -Year financial plan. Final PUD The plans are consistent with early requirements of the City, and also reflect work to date by the developer to modify items per city conditions. Ongoing potential engineering modifications could /may include: • Stormwater pond and wetland elevations, • Water main /sewer line alignments /hydrant spacing and location • Street light locations • Signage • Wetland review and approval implementation • Southeast stormwater management for drainage towards Hackamore • FEMA approvals, etc. • BWSR approvals for banked wetland modifications, etc. • Sewer / Water alignment /depths. c:\ users \torkc0063 \documents \corcoran offsite \2_development projects \11ennar \plan review memos etc \lennar final pud memo.docx Recommendation Engineering staff is recommending approval of the engineering items for the final PUD plan submittal. The applicant has a good working relationship with staff, and modifications will continue to be made as the project moves forward. C:\ Users \TorKC0063 \Documents \Corcoran Offsite \2_Development Projects \1_Lennar \Plan Review Memos etc \Lennar Final PUD Memo.docx _ Wenck. Attachment A C:\ Users \TorKC0063 \Documents \Corcoran Offsite \2_Development Projects \1_Lennar \Plan Review Memos etc \Lennar Final PUD Memo.docx _ Wenck. ¢ 00 N N !_ 0 0 n 0 N J_ n w ry c� cLj w 0 lr w J_ H J w z w 0 O O N N SOUTHEAST CORCORAN UTILITY PROJECTS CR WATER PROJECT #2, DOWNTOWN 10 WESTERN LOOP & —� BOOSTER $1.4M SEWER & LIFT STATION $1.2M ALTERNATE ROUTE BEHIND STURBRIDGE TO BE ALTERNATE ROUTE THROUGH CONSIDERED DURING DESIGN DOWNTOWN TO BE I �� CONSIDERED DURING DESIGN LENNAR U HACKAMORE RD PROJECT SUMMARY EST. COST CSAH 101 WATERMAIN $1.4M LIONS LIFT STATION $1.2M WESTERN LOOP $1.4M TOTAL $4.OM MCES LIFT STATION WATER PROJECT #1 ALONG CSAH 101 & CONNECT AT FIELDSTONE $1.4M WATER CONNECTION TO 0 MAPLE GROVE REVENUES CAP OPER CASH $1.2M TLAC J1.75M CONNECT 1900K SUBTOTAL $2.95M $900K TOTAL $3.85M m Wenck Associates, Inc. Consulting Engineers Wenck Web Site: www.wenck.com CLIENT CITY OF CORCORAN PROJECT SHEET TITLE UTILITY PROJECTS REV DWN APP REV DATE DWN BY CHK'D APP'D DWG DATE APRIL 2014 PROJECT N0. SHEET NO. REV NO. KBM SCALE 2294 -00 FIGURE 1 Q L0 C6 0 N Q N !_ H N O O d CR 116 TURN LANES $125K CR 116 SIGNAL $100K SOUTHEAST CORCORAN TRANSPORTATION PROJECTS HACKAMORE RD $1.1M PROJECT LIST POTENTIAL CITY SHARE HACKAMORE ROAD $1.1m $1.1m 66TH ST EXTENSION $0.9M REV CSAH 101 TURN LANES $125K REV DATE CSAH 101 SIGNAL $10OK APP'D CR 116 TURN LANES $125K SHEET NO. CR 116 SIGNAL SlOOK SlOOK TOTAL $2.45M $1.2M LANES $125K _ $100K 0 Wenck Associates, Inc. Consulting Engineers WenckCITY Web Site: www.wenck.com CLIENT OF CORCORAN PROJECT SHEET TITLE TRANSPORTATION PROJECTS REV DWN APP REV DATE DWN BY CHK'D APP'D DWG DATE APRIL 2014 PROJECT N0. SHEET NO. REV N0. KBM I SCALE 2294 -00 FIGURE MEMORANDUM TO: Brad Martens, Administrator; Kendra Lindahl, Planner and Kent Torve, Engineer, City of Corcoran FROM: Jeffrey A. Carson, City Attorney DATE: February 5, 2014 RE: Driveway Access for the Haeger Parcel The question is asked whether the City can vacate right -of -way in front of and adjacent to the Haeger residence so long as we give them new access, although creating a slightly longer drive to a new public roadway. We have the right to vacate a public right -of -way following appropriate notices and a public hearing. The issue at such a hearing is whether there is a public use /need for the right -of -way such that the vacation would be harmful to an individual or any group of individuals. In the instant case, the Haegers have a right to move from their property to a public road in a similar manner as they do currently. The proposal creates a longer drive and actually seems to provide the Haegers with additional land to the point of public road access. Although maintenance of a longer drive is problematic, any alleged damages would seem fairly insignificant. Case law requires that when taking an access, we (City) must provide a "reasonably convenient and suitable point of access connecting the perimeter of landowners' property to a public roadway." I submit that the proposed drive extension connecting to the public road is reasonably convenient and suitable for Haegers' use. Please call or write with any questions you might have. Respectfully submitted. ZEM V A _71 A ''7 1) n A .A f-4 p a I; E!, d 4 1 1 4 r- .- nI__ ing r�_�M- �.m..,..non Member F irrE i ➢eLL'![d!I !16 %i r„yJVI, C 11� 'L. e3 €ei :fl °.9fIG!a:U -JR, : la, li 111 ILj �LiIEtl!!!! Ai?iCJl1 s, Phi ++ + =i'f +h .f have been a, r +. } A fC) 'In�i �l ��., J f his e to is to in for, s II you LI fa_ vie I Fave beef 1 resiude iL3 aL 1 0 +,: GIP_aSnn _�., iCli it years ail-1 if Imo! v>_U [ IGVG J ivt yet come ie CL� Cc rag reef i llei fL with !_Ui[E Ial 6Ji FF if ]G purchase 1ase vi our properL) . Y Vi~ are e f�.. f� . v.. [ �Gi f. Iar fill i aesv�rneri! CUU-U tiv[ UID !'_. ! i iUVU LU all equal a ro a lG ca, EEd tali ovei L� YlL iLi Iii i our currently rentlj% assigneC.d sehvol's In the VIVay °z.ata district. V VU f .Gi C[ ICCL it is ii i iA.3o aEnt iUr Li I- city tip'K Ov%ir that we have attempted to contact Lennar through an attorney representing us and ilrsve ilvt heard 2i uo= fiili -- response back th�.r for, vu' +'Kn !F IalvFiil G} G C6Ld not 'Know i..ii..11 future status at this time and want to be given full consideration by the city of ^Corcoran ii 1 is Ic e`v'ci"It that tee! �i Iclr aiJ� i I►�I. f i ifii I r ii Ilii iIrC a.~UCilit LEI _ purchase �f our property' The following have been discussed with the city engineer as well as the city planner. We have received Borne responses to vier gUestiO3IC but not- all have been answered. It is our intent to make sure that these questions as well as documented responses [ses I [viii t1 he c i!y are piil.11I € e___,j A. There is an existing culvert under Gleason Road running from the north side of "i g;cu4 Gleason Road to the south side of the roam. Will culvert LG JQG ger � . }4" s culvert sta y in place? The was paid FO r i hy }i i i I 2. i our house ail Ic: 1. L e Iv !cL:l UI the south, west and north ISr Ue o west'. Thhere needs 'to JG Q IUi VG. } C installed to Prevent our yard from Iloo ding I i_eiailaI s eipcnser 3. Will we have interruption in our electricity/gas/telephone? What is the time frame; Advance notice? 4. Where will the utility hook ups be? Supporting a ghost plan of a Minimum, oil 3 lots? l$ LiiG €iu a Ive i.ip IIV1fL for ILJLCilS: iivvk u,cis. The LUniEQr gi fC.F3l plot is not vYE iCdC we 6fllQiiii i_ise6..i iLli final approval, on our property. We would like the council to vote on one of the three options that are attached. �n�l t , ,I l I Ir., }►.., „ }. h .... r 1, . } i ,r +h,.+ i h.,r f J. 'x e IFvi.d L.iliF like the tidy, iv I iv3 lilt ,.! ie tg nisi l.i iCii i LIE LUI FI faa i I nz* of j C Gm i� Ll3 fr L, i G ayte ss FUI iU G development. f GF Ly lul iCG L V. RI i !! e 33 eUYL% i:sr UWL''Fsefs li riYa.. "r'�fay i IaYU Q L,I f.AIIliGLIG lot o f i.i 1G 3ULiLI IG�,'!�I. pC.-} f }he r. rl., .11. -.r .-JU s }i•..-, t .J.-. +h.". , -I-- I lave G if ! VI CF fG i,l v l !y, ai iU1UI U U.L !I IG � I °iJG'3pc}o i ' ii_ boil fable lots? Drawings 3gs to represent this are attached. ( -7 n iJlei drivGvYay Is U I being eRLGI IUGU, k,a11 L! IFJ Liq. UVI IC�i L�Ill IUUL oul approval? Who is paying for the costs associated 'Yifitli this? Maintenance? Seal coating and snow removal, these items are a large fif fiai ciai 'i E pact. Please ConEE li E I f that the extension will also 'De asphalt. t,, U 1 1 I� Gs4isZ ?rig Gleason i . \odic LU LI le e, a.Sl iJe our property EJpe! L; sI IvL.FIU I e1llTali ! gravel el If..11 us LV LFCaUfS o =ter LI °A1 3 InE 11e�L LiJ +_#Ul garage. a7. here will our mailbox be ocalted f We UU not expert our address tU change, there are substantial costs involved with changing addresses. What will the addresses be for the lots that we wiii sub - divide_/ 10. Are there any building restrictions, enforced by the city for the lots that we will sub- divide i 1 . Our current ai.4es3 is oI II %. ULII ILy 1l CfCiU i U I an lU UIGt�son fl.L.iaU. YYi 1Gf i GiGQJLJiI nuau is °vaL:.o1Led, will, our current bus SLL.i;p3 on i,ouIILy Road 101 remain the bus stop for our children during the construction pliLess. i Ii e1iL 4i 3L4i IG 1 e YE f j LI L if nii, VViii 1.1101. location still remain as our bus stop? 12. l-low accui —ate is the photo that Lennar has regarding our property? it 1. �.m that # 44, +r r 41. r41 l -F,, currently s Tows s°_! f le o LI e LI ees on the north LI I o our property Ly f f hlay be on the property line. Because we planted them 10 years or more in Stillle cases, EIIGy should aLCJy in place as a Duffi ej 1.iGL'V1fien oi..il property and the Lennar develops lent. 13. VQ1t tlat are the stal.- and end of tb e work day *times allowed for +;.�- g nmil 'the development? ? 1101ate 1 drop FF +' 7 eX%eivatfllc�.` and working illg uIFF LIIG U�YCr1Lp1131ei1IL: 1YILlLGrlai UILip.i olf iirrles: I 4L, i•7 LIIGIi fi7 F..ILy ordinance A i1...LQ L"f UH .. 4 A ""- +l, + r+ 4'on h' h +rrse +h sd;6 - .-e -Iier. I °'t. d of 1 it 1e Li �*�.. pi Gsel ua-1 i map, IapJ, Ui 1ii..1 If L. Gri7 ; °z 3 LI fi.�s aUj it ii lg i V 3 -1 LF-O well stay? TherF.- ,11.- ....;. -,..» .!,- 1'4;,- ,. -.,,.I 4. -...r. +I^. + .J.i�,...R, -„-! �, h.� ;4,. 1 he- IVI1owing are aUiJiLional questions that were- not addressed to the d;t,, e glnieei V6 i,f 1.3( pJl ®111 iel I. We want in writing where it states that it is legal that Lennar can acquire the laird around our propel-Illy and then inflict a future expense regarding our driveway, upon an existing resident of the City of Corcoran. Who is our cLaIILW -L person at Lh fG Lill IUI Iissues pGI LCI1I Ill iiJ 1.Q Char property dur ii Ig the i>on IlstructlUl I psrG4e s 1 ? C�', -! b4, + 4--, Z -.,� +i.�...�1'..., F..r F,f.., -.!, +.-, +4-e., +`l: +e. -e..h /L,- 1JiU the ci y deLGi 11111 IG a Lit i iGll! IG IL.I! E ! ol% -ups LLd Li IG i Ie`v'i% I.i Lii ILIGJ : :'i1 e the assessments still planned to be charged to us incrementally? It. VVU 011-- 1I -L pal L -C I LlB-- develLdi.31E1ent and 'dVe vtiill not be rei,ulreU to ?Cpilleitiio ar'fy of LIIG %LdI lPr efiaei Ls� of LII�: UGYG 16i �lilfi lL. i .�i. U 111e Qie s�LJI al e# i iGU greatly Li fit Li ie subs-1- U La ItiC�S1 amount tt CJf yYQtGr fiil3lW LI E5 through ! 'he pr -pi idsGU UGtiG sJpri el lIL has :II IIL been lI IU Iy 6.if 114.ICf �LL.JVU U, those CI IRI. are e pal L of LE le decision I t I icM. l� process. There late 1 substantial ponding during many times within the year that could cause iilllopij 1l I IpaLot on ai iI eXistii Eig aE ld future resluei lt. Due tic, the lack, of i.OIIIIlu11lGatiOlI li6dllI Le11EiaE Ovy-a1CJS u3 1ega Ord 111's-U our property, our legal council recommends that we have the above answers in writing for their re �%iewal p� +" y gr +ing final, approval. to 1 Olur I 1 -r CV oU a C! FLIT I Cje rid 4i�ai !Ll S._el iE PPaI . LfUi i'# I....4r1., I.,.,.. +.-,.! + h #r.g� -,. �F tL,f,i J.�,..- ..1,�.- �r�... -..-.# 4.1— r.,F..�_-. '+ pr -f1G_ C % is clG�ii ! Eli UC:E!Gii CEL C G'9 i ialk 11 Gi lE! R! 15�G ldi i ti H UCt 1i3 PJi i IGf 9L, LI !Gi G10 G l! is in the best interest of the city's time to take the steps of approving their final plat ill! oruer . Thr hank for l ., +:.. - .J 4, Zr.F I +!R 'r i \A1, Fr,. -.I I a k you Iii! your colrisidee atiol I and I lRi U work of lI LI Eis project. v YG iGG! confident that our mayor, the city council members, and the planning commission -will rl.... ,J .. ..:.9 :.. .. xl-- LDA�6 Lri �.e ra o' "he x '..! x II ark f�bE'rs, Y%ifi i f icicle i.l�L:i lilt is in li iC IJC L I LelC:�L c71 LE t Cali re iL es iii i lis as Vlfeii as the future of Corcoran. l\GgRi U S, liar olyll al fd iblichael Flaeger )UTLOT M 98�.�5/ 986.6 9945 in FJ Pfrcar5LOrrnwat r tmer Pond 5 A 989,6 19190,6 IF— RD 1 M water Ir, - , 76 56.T FENCE - ,,i_ ` -y- - l ` _ - j 1l. ■ ■i S�lf�Vf�RlB�s$i116 �ifiII ll \ - -- __ 966 50 ao /�— }gye�' � 97 .5 S. 22U q 974 (-- v 87b m - -8 %9n I - -G - l-tS-� — �l9Eisei -- - -g� _ 7 i /+� 98$ -HF \ /%P / / i ' / /i /% 'l f� ■ E �V7 � , %�� /� /�.. � h S LEINFEET '`� � 2'1'9 214 a 218 17 - T - ^ -BF 979A 1 WMA _ 65 s`.I f 7 Btu I �O 982.0 Lo 98?A' 9F ✓ i77 i. y / �.e (9rfi.i - -�, �9ra.11 (99.,1 -� \ Is7B.1y l9re.6T T9]e,�y- - - 2 t `y �''1 T I , f @F 9'/9,0 987A TF/98T.8 CGF�1�1:0 GF 999,9 4F 99$e �6 }� ® - / QL� TCe I F c a'/ TF 486-6 , GF 9Bfi.5 N 9I \ _ -,TL! i Tr.,, - - - -I - �_ - - \ \ ; I cF9so a TF ]6 z cic v'c 1 \\ r �P / j 968.6 -�i II a-- -^,.'� r 141 \ ~ -�'�i• \�.' sF 9�za LO 966.9 gF �� } I ��j�'% '/ "i., -.FI i;, l c I I I m ifl � 4 ' _ m \ BF 9e6.a g�.6 \'` C 1 , � r -.;. 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CITY PROJECT N0. r • FILE NO. LAN OR SPECIFICATION WAS DRAWING NAME NO. BY DATE REVISIONS BASECORCORAN7 _ 01 - - ERJ. -- -- 11!27113 - -- __ -- - _ _ - CDS REVISIONS - -- --------..------ __ -_ _-- �--- - - - - -- DRAWNBY RSM CHEOKEOBY GATE USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANM OF I HEREBY CERTIFY THAT THIS P PRELIMINARY E��s SORU FLIMINARY GRADING PLAN 5401 -655 INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT a i - SATHRE- BERGOUIST, INC :s EXPRESS WRITTEN AUTHIORMATION. USE WITHOUT LAWS OF THESTTEOFPROFESSIONALENGINEERUNDERTHE i �gTHRE- BERGQLIIST, INC. RL� SAID AUTHCRIZATICN CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m F1,AV I N IA INDEMNIFY SATHRE- SERGOUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952147"000 C O RGO RAIN , SATHRE- BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE '7�j ;r ,�e M�N NECJ'Q 1 A USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING LE N NAR P 1 1 FROM ILLEGITMATE USE. ROBERT S. r OLSTP.D, P.E. ��Li�8 oee ,s. ytP$a Date: 14 'L� 1 Ua Nn, )UTLOT M P�04- CO We Lz, v loo, ITS' A Lo 4- 1+ 01 I Li 4-, �St r f HL `19 clo (992.43 -71 3t 991,01 A Z, 9".5 6— 9990 SqF� ;eA Lo 5c), �4 � 1� 5 �/l � Lo -ly- Add e ]d ISO, {added 1 OLKT Lo . . .... ...... CV RD I v i - A F-jl Oka >UTLOT M 98�5 1986,6 f f 171,/G / )UTLOT M 98�, l 986.6 d. p .ter UST �uy-, RD I r .9t I cr PwAS4L L =0+ loo, ip Ion p .ter UST �uy-, RD I )UTLOT M 98�,5V 966.6 4-0( M43 ti 1. L =0+1 Ll 00, 5 (0. qs I 5bO SjF+ 3 HoLkSc IL r Of ZA As 3 CN Ac�A CW—clp--Sr,C RD I Vs ol a 4 't April 12, 2014 Revised April 22, 2014 Dear Corcoran Mayor, City Council Members, Planning Commission Members: This letter is to inform you that we have been residents at 19204 Gleason Road for 17 years and that we have not yet come to a agreement with Lennar on the purchase of our property. We are seeking from Lennar a fair replacement value for us to move to an equal home and property within our currently assigned schools in the Wayzata district. We feel that it is important for the city to know that we have attempted to contact Lennar through an attorney representing us and have not heard a definite response back, therefore, we do not know our future status at this time and want to be given full consideration by the city of Corcoran in the event that Lennar does not further inquire about the purchase of our property. The following have been discussed with the city engineer as well as the city planner. We have received some responses to our questions but not all have been answered. It is our intent to make sure that these questions as well as documented responses from the city are public record. There is an existing culvert under Gleason Road running from the north side of 19204 Gleason Road to the south side of the road. Will this culvert stay in place? The culvert was paid for by the Haeger's. 2. The water on the south, west and north side of our house all flow to the west. There needs to be a culvert installed to prevent our yard from flooding. At Lennar's expense? 3. Will we have interruption in our electricity/gas /telephone? What is the time frame? Advance notice? 4. Where will the utility hook ups be? Supporting a ghost plan of a minimum of 3 lots? It is our understanding that there will not be a fee unless more than 3 future hook ups are requested. The Lennar ghost plot is not what we want used for final approval on our property. We would like the council to vote on one of the three options that are attached. 5. We would like the city to honor the ghost plan that Lennar has of 5 homes on our property for complete access for future development. 6. Can the new proposed driveway have a buildable lot on the southeast part of the property, and /or does the cul -de -sac on the north have 2 buildable lots? Drawings to represent this are attached. 7. Our driveway is being extended, can this be done without our approval? Who is paying for the costs associated with this? Maintenance? Seal coating and snow removal, these items are a large financial impact. Please confirm that the extension will also be asphalt. 8. The existing Gleason Road to the east of our property should remain gravel for us to back our trailers in next to our garage. 9. Where will our mailbox be located? We do not expect our address to change, there are substantial costs involved with changing addresses. What will the addresses be for the lots that we will sub - divide? 10. Are there any building restrictions, enforced by the city for the lots that we will sub - divide? 11. Our current access is on County Road 101 and Gleason Road. When Gleason Road is vacated, will our current bus stop on County Road 101 remain the bus stop for our children during the construction process? We will have 3 different bus stop times this fall, will that location still remain as our bus stop? 12. How accurate is the photo that Lennar has regarding our property? It currently shows that some of the trees on the north of our property may be on the property line. Because we planted them 10 years or more in some cases, they should stay in place as a buffer between our property and the Lennar development. 13. What are the start and end of the work day times allowed for excavating and working on the development? Material drop off times? Is there a city ordinance dictating this? 14. On the tree preservation map, which trees on the adjoining properties will stay? The following are additional questions that were not addressed to the city engineer or city planner. We want in writing where it states that it is legal that Lennar can acquire the land around our property and then inflict a future expense regarding our driveway, upon an existing resident of the City of Corcoran. 2. Who is our contact person at the city for issues pertaining to our property during the construction process? 3. Did the city determine a timeline for hook -ups to the new utilities? We understand that we will be charged by the Met Council for the utilities when our system fails. 4. We are not part of the development and we will not be required to follow any of the convenants of the development. 5. We are concerned greatly that the substantial amount of water flow through the proposed development has not been fully understood by those that are part of the decision making process. There is substantial ponding during many times within the year that could cause major impact on an existing and future resident. Due to the lack of communication from Lennar towards us regarding our property, our legal council recommends that we have the above answers in writing for their reviewal prior to you granting final approval to Lennar. Our property is clearly located at the main entrance of their development, therefore is in the best interest of the city's time to take the steps of approving their final plat in order. Thank you for your consideration and hard work on this project. We feel confident that our mayor, the city council members, and the planning commission members, will make decisions in the best interest of the current residents as well as the future of Corcoran. Regards, Carolyn and Michael Haeger . Number 4 on the 1st page has been changed from the original letter. *Number 4 on the 2nd sheet has been deleted from the original letter. (The only charges that we should pay for are usage not initial hook ups.) CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E- mail - oeneral(a).d.corcoran.mn.us /Web Site - w .cixorcoran.mn.us April 24, 2014 Michael and Carolyn Haeger 19204 Gleason Road Corcoran, MN 55340 RE: Questions regarding the Lennar " Ravinia" development (City File 14 -003) Dear Mr. and Mrs. Haeger: The City received your letter dated April 12, 2014 with questions about the proposed Ravinia development. As you noted in your letter, you have discussed most of these issues with City staff previously, but the city administrator, city planner, city engineer, city code compliance officer and city engineer have coordinated our responses into this letter. We also received you letter dated April 24tH which was substantially similar to the April 12th letter. Your questions are in italics followed by the City response. 1. There is an existing culvert under Gleason Road running from the north side of 19204 Gleason Road to the south side of the road. Will this culvert stay in place? The culvert was paid for by the Haeger's. Final construction plans will be prepared by the developer and approved by the City for each phase of development. The City Engineer will review the existing culvert invert and the proposed storm sewer in Gleason Parkway. A determination will be made on tying in the culvert to the system. 2. The water on the south, west and north side of our house all flow to the west. There needs to be a culvert installed to prevent our yard from flooding. At Lennar's expense? As noted, the north, west and south portions of your property all flow west. The City Engineer will review the final construction plans to determine if additional storm sewer will be needed to drain the west edge of your property. 3. Will we have interruption in our electricity /gas /telephone? What is the time frame? Advance notice? Typically there is an interruption of service during construction and residents are notified by the utility company when the interruptions are expected to occur and the duration. 4. Where will the utility hook ups be? Supporting a ghost plan of a minimum of 3 lots? Is there a fee up front for future hook ups? The Lennar ghost plot is not what we want used for final approval on our property. We would like the council to vote on one of the three options that are attached. The parcel has a few options. Alternative A- -Place stubs along the west mirroring the houses on the west side of street. Place a stub on the cul de sac. Alternative B—on the west side, place a manhole on the property line and upon development a lateral could be installed. At this time the City Engineer is leaning towards a manhole on the west property line of your property and stub on the cul de sac. You currently have a single family home lot. You have not submitted a formal application for sketch plan review of a subdivision; therefore, the city has not reviewed these concepts and cannot take action on any of the concepts attached to your letter. The city does have a sketch plan review process where the Planning Commission and City Council can review your proposal and provide advisory comments. Comments on a formal sketch plan are advisory only and non- binding, but if you would like to proceed with this type of application, please contact me and I can provide the application materials to you. 5. We would like the city to honor the ghost plan that Lennar has of 5 homes on our property for complete access for future development. The Lennar plan initially provided a concept plan that showed a ghost plat for your property that included 5 lots. Since your property is not part of the application, no approvals to this ghost plat can be granted. However, you may recall that when the City reviewed the preliminary plans, they directed Lennar to revise the plans to eliminate the street that ran north of your property and provided access to the five lots. The City required that road to be eliminated because it provided undesirable through lots (with street frontage on both the front and back of the lots). The plans were revised and Lennar provided street access to the west side of your property and to the east side of your property through a cul de sac to all you to maximize your future development options. 6. Can the new proposed driveway have a buildable lot on the southeast part of the property, and /or does the cul -de -sac on the north have 2 buildable lots? Drawings to represent this are attached. Your property is an existing lot of record for a single family home. The property is zoned RSF -2, which has a minimum lot size of 11,000 square feet and a minimum lot width of 80 feet. It does not appear that your concepts comply with those requirements. 7. Our driveway is being extended, can this be done without our approval? Who is paying for the costs associated with this? Maintenance? Seal coating and snow removal, these items are a large financial impact. Please confirm that the extension will also be asphalt. The City prohibits direct access onto collector roads like the new parkway when other alternatives exist; therefore, your driveway is required to be relocated to a local street. The developer is required to provide (at their cost) a new driveway of the same materials as the existing driveway, so an asphalt driveway would be removed and replaced with a new asphalt driveway. This is consistent with case law requires a reasonably convenient and suitable point of access. We believe that this complies. Maintenance of a private driveway is the responsibility of the landowner. 8. The existing Gleason Road to the east of our property should remain Michael and Carolyn Haeger April 24, 2014 The existing Gleason Road right -of -way will be vacated and the new right -of -way will be dedicated by Lennar and constructed by Lennar. Upon completion of the road improvements, the new parkway will be accepted by the City as new public street. The 33 feet of right -of -way over the south 33 feet of your property will revert back to you and will become usable land for you. 9. Where will our mailbox be located? We do not expect our address to change, there are substantial costs involved with changing addresses. What will the addresses be for the lots that we will sub - divide? Mailbox locations are subject to approval by the U.S. Postal Service. The City does not determine mailbox locations. The City understands the desire to retain your existing address and we have no objection. However, the ultimate authority lies with the Postal Service. As part of a new subdivision, the City would assign addresses based on the street frontage of the lot. 10. Are there any building restrictions, enforced by the city for the lots that we will sub- divide? Any subdivision would be subject to the Corcoran City Code requirements, including the Subdivision Ordinance (Title 9) and the Zoning Ordinance (Titlel0). Subdivision of property requires application for approval of a preliminary plat and final plat. There may be other zoning permits required depending on what exactly is proposed. If you are prepared to proceed with a subdivision, please contact me directly and I will provide the application materials and review the process with you. 11. Our current access is on County Road 101 and Gleason Road. When Gleason Road is vacated, will our current bus stop on County Road 101 remain the bus stop for our children during the construction process? We will have 3 different bus stop times this fall, will that location still remain as our bus stop? School bus stops are determined by the School District not the City. We would encourage you to reach out to the School district to discuss your concerns. 12. How accurate is the photo that Lennar has regarding our property? It currently shows that some of the trees on the north of our property may be on the property line. Because we planted them 10 years or more in some cases, they should stay in place as a buffer between our property and the Lennar development. This is a significant development proposal with a variety of plans. The survey drawings and plans prepared by the developer's engineer accurately shows property lines and tree locations, but the aerial photo can be off by a few feet. The grading plan shows the location of all trees on the property owned by them, but does not show the location of off -site trees. Lennar is not allowed to remove any trees that are on your property. The City will work with Lennar to provide a graphic that clearly shows which trees are on Lennar property and which are on Haeger property and the location of tree protection fencing to protect the trees on your property prior to beginning work in this area. Michael and Carolyn Haeger April 24, 2014 13. What are the start and end of the work day times allowed for excavating and working on the development? Material drop off times? Is there a city ordinance dictating this? City Ordinance Section 82.59 prohibits construction activities between the hours of 10:00 p.m. and 7:00 a.m. Monday through Friday and 9:00 p.m. — 9:00 a.m. Saturday and Sunday. This includes material drop off. The Code states "82.59 CONSTRUCTION A C TI VITIES. The operation between the hours of 10:00 p.m. and 7:00 a.m. on Monday through Friday, and 9:00 p.m. and 9:00 a.m. on weekends and holidays, of any pile driver, pneumatic hammer, derrick, steam or electric hoist, bulldozer, or other equipment, the use of which is attended by loud or unusual noise, shall be prohibited." 14. On the tree preservation map, which trees on the adjoining properties will stay? Lennar is not allowed to remove any trees on adjoining properties. The grading plans show the tree preservationlremoval plan for trees on the Lennar property and the location of tree protection fencing. 15. We want in writing where it states that it is legal that Lennar can acquire the land around our property and then inflict a future expense regarding our driveway, upon an existing resident of the City of Corcoran. The City has the right to vacate public right -of -way following notification and a public hearing as required by Minnesota Statute. If the City finds that there is no need for the existing public right - of -way and the vacation would not be harmful, they may vacate the right -of -way. The April 24th Council packet includes a memo from the City Attorney addressing this issue. The City Council will hold a public hearing on this issue on April 24, 2014. 16. Who is our contact person at the city for issues pertaining to our property during the construction process? Construction - related complaints can be directed to Code Compliance Official Mike Pritchard. 17. Did the city determine a timeline for hook -ups to the new utilities? Are the assessments still planned to be charged to us incrementally? City draft policy does not require hookups or set timelines. Trunk Line Area Charges and Connection Charges will be charged at time of hookup. 18. We are not part of the development and we will not be required to follow any of the covenants of the development. That is correct. Your property is not part of the PUD and the covenants apply only to the Lennar PUD development. 19. We are concerned greatly that the substantial amount of water flow through the proposed development has not been fully understood by those that are part of the decision making Michael and Carolyn Haeger April 24, 2014 process. There is substantial ponding during many times within the year that could cause major impact on an existing and future resident. The City Engineer has reviewed the plans in detail and will continue to work with the developer to ensure that the development occurs in accordance with the approved construction plans. The current plan shows less water flowing through your property than before development. We would expect additional review and discussion with you and other adjacent landowners will occur throughout the construction process. If you have any other questions, please contact me at 612.638.0225 or klindahl(cDlandform.net. Sincerely, Landform Kendra Lindahl, AICP Corcoran City Planner COPY: Brad Martens, Corcoran City Administrator Kent Torve, Corcoran City Engineer Jeff Carson, Corcoran City Attorney Michael Pritchard, Code Compliance Official (city file no. 14 -003) Michael and Carolyn Haeger April 24, 2014 Gmail - Driveway Seal Page I of 2 • Mike Haeger <thewooddoctorsinc @ gmail.com> Driveway Seal td -u V 1 message Pat Olek <Pat @asgmn.com> Tue, Apr 22, 2014 at 5:37 PM To: thewooddoctorsinc @gmail.com Mike, Thanks for calling about driveway maintenance and seal coating of your driveway. What the asphalt industry recommends is sealing the driveway every other year if its applied correctly to maintain the existing asphalt. Professionally sealing a property in Wayzata Approx. 18 Ft. x 125 Ft. would cost you between $476.00 and $527.00 every other year. The price of sealer has increased with the price of oil. Please feel free to call me to discuss or if you have questions. Sincerely, Patrick Olek American Pavement Inc. 19360 Cty. Rd. 81 Osseo, MN. 55369 Office 763 - 428 -3718 Cell 612- 226 -7795 www.asgmn.com https: / /mail.google.coml mail /u/2 / ?ui= 2 &ik= 5d64e0ab9a&viev pt &search = inbox &th= 1458b96ab2d903e6 &siml= 1458b96a... 4/22/2014 Mike 19204 Gleason Rd Corcoran, MN 55430 Estimated cost for snow removal on 125 feet of new driveway. I usually charge by the inch so this is how it would lay out. 2" to 6" of snow is $55 6" plus of snow is $85 We average 12 to 15 snowfalls a year. Below is an average cost per winter that you could expect. 12 snowfalls could be about $720 a winter. 15 Snowfalls could be about $945 a winter. Please let me know what you think and if there is anything else I can do for you. Thanks. Yates Lawn Care and Snow Removal 1611 Oregon Ave S St. Louis Park, MN 55426 763 - 233 -8385 Jett.yates @yahoo.com Thursday, April 17, 2014 City of Corcoran Planning Commission: RE: Ravinia /Lennar Development /Gleason Road Vacation We would like to bring to the Commissions attention, some of our concerns regarding the Final PUD approval and Vacation of Gleason Road for the Ravinia Development. It is unsettling to us that a Final Plat approval would be granted pending "Conditions" be met, when the Conditions have not been agreed upon, and would need to be in order for the phases to follow the Plat you would be approving. We would feel more comfortable if the condition of the Tabor Driveway was to coincide with the vacation of Gleason Road, since they are connected and will put us into an access limbo. Nowhere on the Plat does it show how or where they have addressed the easement or the access to our driveway. Sincerely, Kevin and DeDe Tabor 19450 Gleason Road Corcoran, MN 55340 Attachment D Memo from City Administrator Martens dated April 2, 2014 regarding trail dedication CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general aC)ci.corcoran.mn.us / Web Site - www.ci.corcoran.mmus MEMO Date: April 1, 2014 To: Kendra Lindahl From: Brad Martens Re: Feedback from March 20, 2014 neighborhood discussion The purpose of this memo is to provide feedback from the March 20, 2014 neighborhood discussion in response to a petition from the Hunter Road/Hunter Lane neighborhood. A meeting was held on March 20, 2014 in which 10 persons attended. Staff presented information related to the proposed development and responded to questions. Most of the discussion revolved around the topic of trees and how the existing buffer would be affected by the development. Staff presented images which showed most trees being in the proposed road bed which requires removal. Staff further stated that the removal of the proposed trail on the south side of the roadway will not improve the buffer. Several individuals emailed comments to staff prior to, and after the meeting which are attached to this memo. Staff also received two phone calls prior to the meeting from individuals that could not attend: • Sally Smith, 6524 Hunter Lane o Stated she was fine either way in regards to the trails, stated however that the buffer between the existing neighborhood and proposed neighborhood is important to maintain. • Lauri Spidahl, 6235 Hunter Road o Stated she was in support of the petition. Attachments: 1. Invitation to neighborhood 2. Staff presentation 3. Email correspondence received prior to and following meeting CITY OF CORCORAN 8200 CO RD 116 • Corcoran, MN 55340 763.420.2288 Email: eg neral(c-ci.corcoran.mn.us Website: www.ci.corcoran.mn.us March 12, 2014 At the February 13, 2014 City Council meeting a petition was presented to the City Council in regards to trail items related to the proposed Lennar development. The petition included 34 signatures from the Hunter Road/Hunter Lane /63rd Ave N /Elm Ridge Circle neighborhood and a request that the City consider eliminating trails in two locations adjacent to the neighborhood in the proposed development. The Council accepted the petition and suggested a meeting with property owners and staff be set up to further discuss the trail related concerns. A meeting has been scheduled for Thursday, March 20d' at from 6:00 p.m. — 7:00 p.m. to learn more about the proposed development and to share concerns. The meeting will begin with a brief staff presentation and follow with an opportunity for attendees to ask questions and provide comments to staff. Open house to discuss trail issues related to the proposed Lennar development Thursday, March 20, 2014 6:00 p.m. Corcoran City Hall If you have questions prior to the meeting or are unable to attend but would like to provide comments please contact Brad Martens at bmartens@ci.corcoran.mn.us or 763 - 400 -7030. Sincerely, Brad Martens City Administrator CITY OF CORCORAN Trail Discussion Meeting in Response to Petition Reason for the meeting .18nual 2014 To. Mayor R! Corcoorl lust OJBni CM Admi Beni enl brae Mamens CHrow n City Coups Mellon. 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"r yr,<o e:'l�.�Jrcn .np1, -, >; _.T• - rt 0 Reason for the meeting 34 signatures representing 25 -26 properties Notes from petition — From Kristin Sharma "a representative of the Hedke Hackamore Estates" — Concern regarding the removal of the natural tree barrier — Concern regarding proposed sidewalk on the south side of Gleason Road — Concern of second creating a loop for neighborhood trail entrance near 63rd Ave. N people to walk through the Reason for the meeting • Notes from petition continued — Currently a quite neighborhood with little vehicle or pedestrian traffic — Natural tree barrier will be removed making neighborhood more accessible to pedestrian traffic as well as subjected to invasive noise and street lights — To combat the noise and light a sound barrier wall is planned to be installed Reason for the meeting • Petition presented to Council on February 13th • Staff directed to staff to meet with property owners in the area to further discuss the trail related concerns Purpose of the meeting • Ensure that the City firmly understands the opinions of the neighborhood • Present information on trail /sidewalk options available to City • Answer questions • Inform you of where the project is and of the next steps in the process JW* Who was h x' invited? 41 ,T Background information • Trail plans created collaboratively — Lennar — Staff — Parks and Trails Commission Da0 ':135 1030 1%,h 1020 10.5 Own 1075 1 70 Background information Wall barrier clarification &0• ROW i RETAINING WALL (TYPICAL) (BACK OF WALL1' -3' EXISTING HOUSE ATE OFF OF ROW LINE) tMFF LXIId47- TOP *i2FE LInE A HUNTER LANE R WALL. HM AEL MN 55340 o,1017 I 32' _ I " r aorTOM TRAIL —_ WALL; 8'@2,0% 1013 O, 14 3'A PRO- (RAIL Ott 8' @ 2.0 % Background information • Planning history of neighborhood — Plat review in 1974 — Planned with 80 foot wide right -of -way (ROW) for future thoroughfare along the northerly boundary of the property Background information • Road location .Y LIB I .� AV C: 1 I 1 I Trail Plan —east of neighborhood Trail Plan —east of neighborhood N -_f ,arm 02§20o20M 00 :42 Options • Take easement and build trail as planned • Take easement and not build trail — Cost becomes City's if constructed in the future — Continued use as access to adjacent property may be viewed as trespassing • Don't take easement and don't build trail 283 284 —sa Trail Plan — Hunter Road connection 285 I 288 287 ' 1 269 310 309 � I I \ I \ I I I A/ I K A V'1 [:) r— \ I t 1 4 - - - - -- I 1 ( I If I I I I I --1 I I Ili f t�� I I I I f I 1 1 I f I 1 I Trail Plan —North of neighborhood Oil Options • Take easement and build trail as planned • Take easement and not build trail — Cost becomes City's if constructed in the future — Continued use as access to adjacent property may be viewed as trespassing Don't take easement and don't build trail Trail Plan — Gleason Road G') , nlmOTI 5 r W W llB Acres; HEC *E'c — H.;:;Kt�i1CRE j \ f n 1 I I _� I� - r Options • Build trail as planned on both sides of new roadway • Eliminate trail on south side of roadway west of trail connection on north end of Hunter Road What's the difference • What if we eliminate the trail on south side of roadway west of Hunter Road Ld k - <C LIB 66TH _ AVE. N. 282 283 26,1 285 286 287 f 288 1 OUTLOTP 1 3t0 � 3os � i 308 tl f s IM r— , . I I n i � � �, w n L--, r— � uv I rlL v I f \,�_ .If—, IvIIUi - - — — — — — — — — — -- - - ! i TI - -- I I �I I I' J I I I f L _ \ <I Ld Ull 282 283 26,1 285 286 287 f 288 1 OUTLOTP 1 3t0 � 3os � i 308 tl f s IM r— , . I I n i � � �, w n L--, r— � uv I rlL v I f \,�_ .If—, IvIIUi - - — — — — — — — — — -- - - ! i TI - -- I I �I I I' J I I I f 66TH AVE. N. - - \ \ \ EXISTING HOUSE 6539 HUNTER LANE HAMEL MN 55340 Cross Section A C 2/4 - •. �2B5 A' 286 287 M.y. - r tea. 0 309 6 •, cod _ d I, � 308 3 —LL t IX' --- - - -- --- - U U 1 = 1 W-- - -- - A I � I , I I 100' 60' ROW APMMRGATL 1H 1IAL� RETAINING WALL \\ (TYPICAL) TOP yl (BACK OF WALL1'a' P WAIL: OFF OF ROW LINE) a. WALL: I av W Sol IoM TRAIL �� -`— ". ,�+ TRAIT WALL; 6' 2,0`tP 6' �@ 2.05•. tW6.0 1 Iwc�eG `IV.k 66, 1 AVE. N. `5+45 .160 '135 loss EXISTING HOUSE 1022 6536 HUNTER LANE 1020 HAMEL MN 55340 70.5 10'S ,055 1%0 Cross Section B �� ❑;r, 28M1 i zgr � 0188 ml eM �— ,• tO1 U I ` e 80' ROW RETAINING WALL (TYPICAL) (BACK OF WALLY -3' OFF OF ROW LINE) 'FFFF, IINF APPROXIMATE RTOP R. WALL: 0.101%.0 I- 32' _I W. BOTTOM TRAIL WALL: 8'@ 2.0% 1013.0 1e' 7. .. 4y. TR72,01% s' @ PROP TREE 80' ROW RETAINING WALL (TYPICAL) (BACK OF WALLY -3' OFF OF ROW LINE) 'FFFF, IINF APPROXIMATE RTOP R. WALL: 0.101%.0 I- 32' _I W. BOTTOM TRAIL WALL: 8'@ 2.0% 1013.0 1e' 7. .. 4y. TR72,01% s' @ PROP TREE Next Steps • Hear comments /questions from attendees this weekend • Follow up with questions we cannot answer tonight • Include in packet information during approval process in April Comments /Questions CITY OF CORCORAN Thank you. Brad Martens From: lynn miller <lynnmiller1969 @yahoo.com> Sent: Thursday, March 20, 2014 12:49 PM To: Brad Martens Subject: Hedtke's Hackamore Estates Hi Brad To start off, my husband and I have been homeowners in this neighborhood for 19 years and business owners in Corcoran as well. We've been very interested in the possible trails that could potentionly hook up to our neighborhood. Last fall, we were made aware of the new Lennar developement on the north and east side of our neighborhood. As we are all aware of the new changes to our city, we were excited about access to possible walking /biking trails. At this point, we need to "leave" our neighborhood to get to any walk /bike trails. When a petition was introduced by a few of the neighbors, the information that was given was not accurate. If the correct and complete information was given, we would have never signed it. I understand there is a meeting tonight that many of neighbors plan on attending. Due to prior commitments, I may not be able to attend. I am not sure what will be discussed, but I wanted the council to know and take into consideration that many of the neighbors, as well as myself, would like to see the trails join up to our neighborhood. If you have any questions, please feel free to call. Thank you for your time Lynn Miller 6230 Elm Ridge Circle (763)478 -3200 Brad Martens From: Lauri Spidahl <Ispidahl @gmail.com> Sent: Thursday, March 20, 2014 6:47 AM To: Brad Martens Subject: Petition from Hunter Road /Hunter Lane neighborhood Hi Brad, I thought I would send an email in case you don't have time to call me back. This is regarding the petition from the Hunter Road/Hunter Lane neighborhood. I like the idea of having the one access point on the east cul de sac (end of that road) and would prefer not to have the additional access added from the vacant lot. This allows both neighborhoods access to the other but also allows us to stay a little more indenpendant of the new development. We moved to this neighborhood because it was quiet and further away from the large/busy neighborhoods, so it would be nice to retain some of that. Regarding the removal of trees near the west cul de sac - my preference is to always keep as many of the trees as possible, so I hope they are able to do that. I think it makes more sense in this case to keep the trees instead of building a privacy wall later. Please let me know if you have any questions. Thank you! Lauri Spidahl 612/418 -6964 Brad Martens From: Alan Schultz <Alan.Schultz @aonbenfield.com> Sent: Friday, March 21, 2014 12:18 PM To: Brad Martens; ktorve @wenck.com Subject: Hunter Petition Brad, please forward to Kendra. Thank you. Brad /Kendra /Kent, Thank you for your presentation last night regarding the Hunter neighborhood petition. After reviewing the material and comments from last night I have a couple thoughts for your consideration. Regarding the proposed trail on the south side of Gleason Road. I asked about a trail crossing at the end the of the Hunter Rd emergency trail to the trail on the north side of Gleason Road. It was mentioned that it is preferred from a safety standpoint that people cross at intersections. It is my concern that people will not cross at an intersection but rather in the middle of the street with no protection of signage of any kind. As an example using the proposed trail maps on page 127 of the 2013- 12- 23_CC_ Packet_Lennar.pdf , east of the Hunter emergency trail there is a trail coming down from the north approximately 350' from where the Hunter emergency trail connects. People are not going to continue walking east to the first intersect to cross the street and walk west back to the trail, based on the scale of the map that would add about 800' to their walk. I can also see this happening more in the winter as the city has no plan to plow trails so people would cross at the closest point to get to the more traveled north trail. Therefore, I think it would be safer if people where force to cross right away in a designated crossway. From a connectivity stand point, eliminating the trail on the south side of Gleason that runs along the Hunter development does not diminish the connectivity of any future proposed trail at Cty Rd 116 and 66th. That trail can still be connected from the trail on the north side of Gleason Rd. In reviewing both the sketches of cross sections A & B it appears there is an area within the ROW 24' wide on the south side. It was mentioned that one option the developer is working with the owners of the Rudolph and Jenni properties is to have a privacy fence along their property boundary. If the south side trail was eliminated, that 24' could be used for the planting of evergreens to shield the fence from viewing from the streets and the homes to the north of Gleason. This would be more astatically pleasing and provide additional buffering with the fence to noise and light. Regarding trees in the ROW, Evergreens do not need a flat surface to grow and are safer to motorists in case of an accident than hitting a retaining wall. Regarding the trail coming to Hunter Rd at 63th Ave, unless the city gets direct contract from residents indicating they have changed their written position on the petition then the petition must be used as the official consensus of the neighborhood. Regarding a comment made that from the photo it appears the trail is currently being used, for the most part in that photo are snowmobile tracks accessing private property. Snowmobiling on public trails is probably against ordinance, so that use should not be considered in the decision making process. Again that you for your time. I appreciate you forwarding this note on to anyone appropriate in the decision making process regarding the finalization of these trails. If you have any questions, please let me know. Best regards, Alan Schultz 6519 Hunter Ln 612- 865 -2578 XFINITY Connect XFINITY Connect Fwd: Delivery Status Notification (Failure) From : Jane Horns <gardenwithjane @ gmaiLcom> Subject : Fwd: Delivery Status Notification (Failure) To : dhhorns @comcast.net ---- - - - - -- Forwarded message ---- - - - - -- From: Mail Delivery Subsystem <mailer- daemon cooQlemail.com> Date: Tue, Mar 18, 2014 at 10:27 AM Subject: Delivery Status Notification (Failure) To: oarclenw#thiane0amail_com Delivery to the following recipient failed permanently: bmartens&c c.orcoran.mn.us Page 1 of 2 dhhorns @comcast.ne + Font Size - Thu, Mar 20, 2014 09:15 AM Technical details of permanent failure: Google tried to deliver your message, but it was rejected by the server for the recipient domain ci,corcoran.mn.us by ci. corcorari, i -nn.us,inhoundlO.mxiagicmx.net. [208.65.144.2]. The error that the other server returned was: 552 message size exceeds fixed maximum message size of 10485760 (Mode: normal) - - - -- Original message DKIM - Signature: v =1; a= rsa- sha256; c= relaxed /relaxed; d= gmaiLcom; s= 20120113; h =mi me -versi on: date: message -id: subject: from:to: content-type; bh= FXSwQH N Fi DToKE51 RI R8dHfVc6BC8 KuIvhfknQU kKoM =; b— i5Xxw0cxfMUww2fYfITs/ 2QTgMo15z67A8ohl5j8LiG5ooPihv ]QMnho4p /JvKjQo/ 40Ad82Ufz/RpSXok7u SUOafoswEi9XWhhUGUDIOA6peTJ +kSIQITFQVIOFunZRPGXPf3 XjZXATwzpoG W mE+ Gml QxmO9jUK/ 4Rj7foozcvCH Jtu5EWvNkS3e2AZO563TbkNJB U7 mT zlTm b5lotXphmfh +LBp/BiIdd nC01r8t/9Lnc +kG38Fli4tXyuHOyx5h HT +wSVIiKSVQ DJ p6FEQZI8 PTS5jvBkgp)gdq W5i E/U6 +xwUkg94SaYnl2 /GH76NyCg +l agXi ondyh +oz UPZQ == MIME - Version: 1.0 X- Received: by 10.52.15.132 with SMTP id x4mr5770135vdc .31.1395156434524; Tue, 18 Mar 2014 08:27:14 -0700 (PDT) Received: by 10.220.198.198 with HTTP; Tue, 18 Mar 2014 08:27:14 -0700 (PDT) Date: Tue, 18 Mar 2014 10:27:14 -0500 Message -ID: <CAMmgbneu5ywgba YXPz2zpkGoUE7g5xnDG5BGfnFUTt- Ohgtgw mail.pmail.com> Subject: Tree line From: Jane Horns <gardenwithianea naiLcom> To: bmartens arci.curuoran.mn.vs Content -Type: multipart/ mixed; boundary= 20cf3033474lbl939904f4e32b8d Mr. Martens: Even though my house does not border the tree line along Hunter Rd./Hunter Lane, I am concerned about the trees that are on the edge of our development that provide a buffer and an important habitat for the migrating monarchs. As you probably are aware, over 80% of the monarch butterflies have been destroyed by pesticides and the destruction of their habitat during migration. The tree line that buffers the northern edge of our development is one of those habitats that may be destroyed if the developer insists on removing those trees. I'm enclosing some pictures of http: / /web.maii.come ast .netlzimbralhlprintmessage ?id= 349323 &tz--AmericalChicago &xi... 3/20/2014 XFINITY Connect Page 2 of 2 the monarchs that were resting while migrating to Mexico in the fall of 2011 on those trees. some of the pictures are not very clear, but the orange markings on the pictures are the monarchs that are endangered. Please bring this information to the attention of the city council in order that they may make a sound environmental decision regarding the trees. Thank you, Jane Horns I tried to send this a few days ago, but it wouldn't send. The 80% needs to be 60% according to the web. Can you print this? http:// web. mail .comcast.netlzimbralhlprintmess age ?id=3493 23 &tz= AmericalChicago &xi... 3/20/2014 Brad Martens From: Ron Rudolph <rrudolph50 @hotmail.com> Sent: Thursday, March 20, 2014 7:56 PM To: Brad Martens Subject: Neighborhood meeting Brad - I just returned home from the meeting at city hall tonight.) would like my name and my wife's name (Patricia) removed from the petition regarding trails in the proposed Lennar development. When Allen Schulz came with the petition he said it was to save my trees. Thank you Ron and Pat Rudolph Attachment E Draft Design Guidelines FILE COPY 60S R, I Eh- 77 6 i The Ravinia Residential Design Guidelines have been prepared to provide the Framework for high duality residential design within the community, and address site- specific design issues. The architecture guidelines express the desired character of future development as it is constructed through each phase. Ravinia has been designed as an integrated residential community. Common development features such as monumentation and signage, landscape and hardscape, walls and fences, and architecture are controlled throughout the development to provide consistency and express a strong, collective design statement. These residential design guidelines establish design and development criteria to ensure a unified enviraonment within the Ravinia community, The guidelines are not intended to limit future innovative design, but rather provide clear direction and design criteria, in conformance with and expanding upon City Code Section 1040, as well as Conditions of approval for the Ravinia Master Flan. General Architecture The proposed home styles for Ravinia consist of Lennar's Landmark, American heartland, Lifestyle, and NextGen Series_ Together, the combination of series will provide the choice of over 80 different home elevations, couplets with dozers of color and material schemes. The exterior elevation color and material options ensure a visually appealing streetscape with interesting variation in massing that defines and unites the Ravinia. These series are discussed in more detail below. Landmark Series — Designed with efficiency in mind, the Landmark series meets the demands of today's challenging housing market by offering a fantastic value. A relatively new concept, the Landmark series is planned specially for 65' wide homesites. Typical (ootprints are 50' wide allowing the ability to maintain setbacks designated by RSF_Z zs3ning standards. A variety of houseplans and elevations make up this series offering square footages ranging from 2,200 sq ft to 3,400 sq ft plus the ability to finish the basement to add footage to the home. With families in mind, the homes tVp tally include four bedrooms, a large open living space on the main level, a master suite, mud room, and a three car garage. Sixty -five foot wide lots allow the ability to preserve open space without compromising the integrity of the neighborhood. Lots are arranged in a manner to maximize open space views and will include an assortment of walk -outs, book -outs, and flats. American Heartland Series - The recently upgraded American Heartland series is designed for the 75' wide home sites with the move up Buyer in mind. A variety of house plans will be offered ranging from 2,600 sq ft to 3,BUO sq ft. plus the ability to finish the basement to add additional footage to the home. These well thought out ,plans homes typically include four+ bedrooms, a large open living sparse on the main level, master suite, craft room, and three car garage. Lifestyle Detached Townhomes - The Lifestyle townhome is proposed to provide housing for an under - served market in the Twin Cities, the 'empty nester`. designed for single level living, the Lifestyle homes offer a spacious first floor that includes a master suite, fireplace, open living room, gourmet kitchen, and study. Two of the plans include a finished lower level and two offer the ability for the purchaser to finish the Dower level at a future time. A deck or three season porch is included with the home to allow the opportunity to enjoy the natural features of Ravinia. Multiple elevations and color packages will be incorporated to reduce monotony. NextGen Series - This revolutionary series is a multi- generational home plan designed specifically to accommodate two adult generations living, under one roof with privacy and convenience. This new home allows for a separate first floor living space that includes its own entrance, living area, kitchenette, attached garage and laundry. It is not a detached guesthouse or simply an extra bedroom, but a separate space to be locked from the main house, or to offer easy access depending on the family's needs. This could include care for elderly family members, care for children with disabilities, or visiting family members such as college students or guests traveling from abroad. The result is a 5 bedroom, 5 bathroom home that creatively satisfies a variety of housing needs while fitting with the architectural styling of the neighborhood. Detailed Architectural Elements • A variety of natural colors and durable materials should be used on all elevations of homes. Coiors should be warm earth tones such as beiges, browns, and greys. Strong solids such as white, off - white, or reds are also acceptable. • All homes should incorporate some type of brick or stone on the front elevation. • LP SmartSide or similar products should be used on all fours sides of a home for durability. Various combinations of shake, lap, and board and batten siding should be used to enhance the textural interest of the homes. • Accented fascia beards and window trim should match and unify accent colors on all sides cf a home. Surface variation on the home, entryway, and garage doors should be prevalent throughout the design of the homes to break up monotony and provide architectural interest_ Garage dour colors should complement the home. • Hip roofs or gabled roofs may be used. Roof materials should consist of asphalt shingles and roof collars should unify colors selected for exterior walls, trim, fascia, and garage doors, * A combination of architectural accent features such as soffit eaves, dormers, shutters, railings, trellises, arches, as well as decorative lighting, brackets, and vents should be used on homes. + Garage dour colors and styles should be compatible with building colors and styled to match the exterior of the homes. • Two homes of the same elevation shall not be placed next to each other, No home with the same elevation can he on either side, across the street (directly or diagonally). T:J�� i IICI Architectural Consistency Analysis The City of Corcoran has Design Requirements specified in City Code Section 10411, Subdivision 8. Below is a consistency matrix that demonstrates conformance with and expansion upon the City's Design Regulations. City .. M Subdivision 8 Requirement Front Elevation Each elevation facing a street or park shall have a minirrium of 50% comprised of natural materials consisting of brick, stone, stucco, hardiboa ird, redwood, cedar or other similar materials. A minlmum of two [VI different materials is required, except that brick may be used can the entire elevation. Design of street and park fronting exterior elevations shall be varied with a minimum of five different styles provided in the development, Names in proximity to each other shall not look alike in terms of the combination of color of siding, accent and roofing materials. The home under consideration will be compared to the two homes on each side and 121 to the three homes directly facing it. Garages - The garage shall not comprise more than 55% of the viewable ground floor street - facing linear building frontage. This standard is based on the measurement of the entire garage structure and not on a measurement of the garage door or doors only. Corner lots are exempt from this requiremcnt on one street D elevation.. (Note_ Garage flexibility has been provided Lhrough PUP Gondition #10 in Resolution No 2013.61, ]'his trade standard does not apply.) Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, 21 windows, etc.) to match the exterlor design of the home. Roof Architectural design roofing materials including asphalt shingles, wood shingles (including shake), concrete, d clay, ceramic tile roofs or residential steel roofing material (with hidden fasteners) are required on all roofs. Overhangs must be a minimum of 12 inches. 0 i� Side and Rear Facades Equal architectural treatment on all sides of the building (materials, articulation, etc..) shall be used for all new residential construction when located an or visible from an arterial road way or public park. Accenting 0 shall be accomplished by including accenting materials and design on all facades. Each side elevation shall have at least one window or door opening. A maximum of IS inches of the foundation wall may be exposed on any elevation. lv?1 FE DESIGN REVIEW GUIDELINES i4-«o3 FOR �Mll 11112111 GENERAL DEFINITIONS Words and phrases used in these Design Review Guidelines shall have the same meanings as defined in the Neighborhood Declaration for Rm inia. STORAGE STRUCTURES (SHEDS) Attached or detached structures for storage purposes (sheds) are prohibited on Exterior Maintenance Homesites and are permitted on Single- Family Homesites with prior Neighborhood ACC approval, Sheds shall not be used for storing or garaging vehicles other than domestic yard care equipment. No shed shall have an interior floor area greater than 100 square feet. Each shed shall be located in the rear yard of the Homesite and must be pre - approved by the Neighborhood ACC, on a case -by -case basis. There shall be no more than one shed located on any Homesite. Any shed on a Homesite shall be compatible in exterior style, materials and colors to the Home on the Homesite, No shed shall have metal or plastic siding, LANDSCAPING Owners who install fencing or landscaping in the drainage and utility easements do so at their own risk. There may be pipe or other similar structures located in these easement areas and the City or the Neighborhood Association may require unobstructed access to these easement areas. if an Owner installs Landscaping, fencing or other items in the drainage and utility easement, the City and the Neighborhood Association are not obligated to restore or replace them if they are damaged or removed to facilitate maintenance, repair or replacement of drainage and utility improvements in the easement areas. Any modification to the grade; slope or drainage of a yard is done wholly at the risk of the Owner. All Homesites are pre - designed and created to drain a certain way. Any modification of this could cause water to por d up in areas on the Owner's or a neighbor's property. Whoever causes a change in drainage characteristics is responsible for correcting the situation. The Neighborhood ACC, in its sole discretion, may deny an application based on its impact on the drainage characteristics. LAWN ORNAMENTS Lawn ornaments (such as statuettes, birdbaths, windmills and whirly -gigs) and lawn art (such as sculpture and statues) are prohibited on Exterior Maintenance Homesites and are prohibited in front yards and side yards of Single - Family Homesites. Lawn art located in rear yards of Single- Family Homesites shall not be visible from the street in front of the Home and shall not exceed 6 feet in height, as measured from grade. ]0569984x2 FENCES 1. All fences are subject to review and prior approval by the Neighborhood ACC. All fencing requests must be submitted to the Neighborhood ACC in writing with a site plan showing the fencing locations and details about the fencing materials. I Every fence must be located behind an imaginary line running through the garage wall located farthest from the front property line. No portion of any fence shall be taller than five feet, provided that swimming pool fencing shall conform to all applicable codes and laws. 3. Chain -link fences are prohibited. Wooden fences and ornamental iron fences are allowed. Other fencing materials must be approved by the Neighborhood ACC on a case - by -case basis in its sole discretion; and no precedent will be set if the Neighborhood ACC allows an alterative fencing material on one or more Hornesites. If one side of the fence is more attractive than the other side, the more attracti�7e side shall face the neighboring property, 4. When the fence is viewed fiom either side, the gaps in the fence must equal or exceed in area the solid portions of the fence, excluding any fence posts or structural members of the fence. For example, a picket fence in which the width of each picket precisely equals the width of each gap between pickets would be precisely 50% solid and 50% gaps, if one ignores the horizontal boards to which the pickets are attached and the vertical posts to which the horizontal boards are attached; and therefore, such a picket fence would comply with this rule. RAVINIA LIFESTYLE COMMLNITY GUIDELINES There are to be no changes or additions to the existing Landscaping in the Ravinia Lifestyle Corrununity, tuzless implemented by the Ravinia Lifestyle Homeowners Association Board of Directors, 2. Notwithstanding any other provisions of the Design Review Guidelines.; there is to be no fencing in the Ravinia Lifestyle Connnunity, except fencing installed by the original builder, 2 I0569984v2 Attachment F Site Graphics dated April 2, 2014 (partial only - full set available at city hall) r RAVINIA AERIAL MAP NO SCALE �r� Ili ► ��� ��►� �_ � ,,•' , `, O .' PREPARED BY LPREPARED FOR ,, •',,'' ,, SATHRE-BERGOUIST, INC. Lenr, 150 WA S. BROADWAY Suite 36th Avenue North �- PHONE: (9 MN 76-60 Suite 600 _ Plymouth, MN 55446 _PHONE: (952) 476 -6000 _ FAX: (952) 476 -0104 CONTACT: Joe Jablonski 952 -249-3014 . ,,.. http. / /wwwsathre.com joe.jablonski @lennar.com _ CONTACTS: Bob Molstad Molstatl(a7sathre com . i I �� • LENNAIT 5'o" SATHRE- BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 �Q � s �. A MFRS P�P� 11 LOCATION MAP 11 SHEET INDEX TABLE SHEET Description SP -1.1 Preliminary Site Plan ALTA- 2.1 -2.4 ALTA -ACSM Survey PH- 3.1 Preliminary Phasing Plan PP- 4.1 -4.11 Preliminary Plat GP- 5.1 -5.11 Preliminary Grading Plan EC- 6.1 -6.11 Preliminary Erosion Control UP 7.1 -7.12 Preliminary Utility Plan WP- 8.1 Preliminary Wetland Impact/Mitigation Plan LP- 9.1 -9.7 Preliminary Landscape Plan Westwood PS AERIAL- 10.1 AERIAL (11x17 Only) PUD DEVELOPMENT SETBACKS- SINGLE FAMILY PREPARED FOR SIZE: FRONT: PORCH: SIDE: CRNR: REAR: - 60' 20' 15' 7.5' LIVING 20' 26 952 - 249 -3 14 (38 LOTS) joe,jablonski @lennaLoom CONTACTS: 7.5' GARAGE Bob Molstad _01 02 03 0o -- MolstadAsathre.00m 65' 20' 15' 10' LIVING 20' 25 CHECKED BY (130 LOTS) m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 ?`� P`Pev RSM 5' GARAGE ROBERT S. MOLST D, P.E. Z�y.ZB Date: Lo/_3 3 LIE. ND. 10/22/13 75' 75' 20' 15' 0' LIVING 1. 25 (258 LO TS) S' GARAGE (426 LOTS) TOTAL (1 AMENITY LOT) PLANS SHOW: 1. 25'A ERAGE WETLAND BUFFER 2. AT FINAL PLAT, WILL SHOW BUFFERAVERAGING 3. LOT WIDTH SHOWN AT 25' SET BACK LINE. PREPARED BY PREPARED FOR SATHRE - BERGQUIST, INC. Lennar 150 S. BROADWAY 16305 36th Avenue North WAYZATA, MN 55391 Sufte 600 NO. Plymouth, MN 55446 PHONE: (952) 476-6000 REVISIONS FAX: (952) 476 -0104 CONTACT: Joe Jablonski 2,X0.5 W 952 - 249 -3 14 http: /t W.sathre.com joe,jablonski @lennaLoom CONTACTS: FILE NO. 5401 -655 Bob Molstad _01 02 03 0o -- MolstadAsathre.00m 11/14/13 02/04/14 02/17114 /� /T4 — — — 300 150 0 150 300 600 Omni SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. HAf7iATiiSUFwn LENNAIZ DRAWING NAME 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 FROM ILLEGITIMATE PARTY USLEY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �T?�. �� 2,X0.5 W st"? a SATHRE - BERGQUIST, INC. CITY PROJECT NO. FINAL PLANS - PRELIMINARY SITE PLAN RAVINIA L E N NAR FILE NO. 5401 -655 SITE PLAN _01 02 03 0o -- ERJ ERJ ERJ _EM __G3"3"4_ ERJ -- 11/14/13 02/04/14 02/17114 /� /T4 — — — LOT COUNT REVISION MISC. REVISIONS REVISE PHASING PLAN MEETING REVT$�Nl$ C1TV COMMENT REVISIONS - — — — — — — — — — — — — — — — — - DRAWN BY RSM CORCORAN, MINNESOTA SP Jr CHECKED BY o ,,,, N NFR s m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 ?`� P`Pev RSM DATE ROBERT S. MOLST D, P.E. Z�y.ZB Date: Lo/_3 3 LIE. ND. 10/22/13 Z Q K U U 0 0 Von i/ -.. wa. , {y , ETILAND #21H RED lit•'- .. THE HENNEPIN , •., FOR • ;e. •.1. m . t (/� • ESIDENTAL SrREET SECTION Cv' %� • i - �i / / / / /i / /i / / / //� /d / / / / / / / / / /ar It o O _ / / AND ITT 6- AGGREGATE BASE ��'r... i �► /iii , %/ r �; <A ®!v► / /ii 0%/// ,iii DRIVEWAY SECT ON N. IVVEW NT Ll"_I I- THIII F11 VD— 111S AHD ALLEY LN' AS N_ NEWA I IOWA WETLAND #I1 Nm 96i.0 DRIVEWAY ISOMETRIC HX 988 N. • •., • •- g. ` r: I . • � j/ • :. " , - /�� /�� /jam /�� / //J jsi' , its' ! �• �. l � � I Il�la f� �,- 1 , (INCLUDING COPYING, SPECIFICATION WAS REGISTERED INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR PROFESSIONAL SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY I SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. SATHRE-BERGQUIST, INC. INDEMNIFY USER OR PARTY ; S :BE . _ FROM ILLEGITMATE Z \> ° „ o -. III � •\ 1;, �; \ �`. � ' -;� ,moo �,_ " / III „1 1 , I \i 1\`\ \�• - \ \ \ \`3'I �_ \ \`�� '� RDA -i b, ,/. �! ., `�` Von i/ -.. wa. , {y , ETILAND #21H RED lit•'- .. THE HENNEPIN , •., FOR • ;e. •.1. m . t (/� • ESIDENTAL SrREET SECTION Cv' %� • i - �i / / / / /i / /i / / / //� /d / / / / / / / / / /ar It o O _ / / AND ITT 6- AGGREGATE BASE ��'r... i �► /iii , %/ r �; <A ®!v► / /ii 0%/// ,iii DRIVEWAY SECT ON N. 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ILI i Innnr- z7- riVIVIL_.:I I L_..� i- i SCENIC OVERLOOK W/ BENCH I i J 1 1 Igi 1 , 1 1 I 1 \ �a i \ 5 \ - LIMESTgJE FLAGGING — — — — — ROCK OUTCROPPINGS 8 LOS V 6' BACKLESS BENCH 10 Bi \ \v 8 LBS 1 1 I \ I ...................... i I Scenic Overlook Plant Schedule CODE QT .. COMMON /BOTANICAL NAME SIZE SPACING O.C. LBS 16 Blue Heown Bluestem Grass SCM1ilr-h,unn ec°pano- Minniblue A 1 CONT. 15. O.C. B 1 B N NI CONT. 16" O.C. J Call 48 Hours before digging: 811 or ca11811.com CammOn Ground Alliance °" I W Y �ner�WYSee - 1/JESLrAIOad I ,_y�F �^e�l tdm �P^Pb ss v r®+r..ma�.ra dw -��-° M6sews Sys Qy tOC Lennar 16305 36th Avenue North, Suite 600 Plysouth a0`I 55496 q aMa m a en �. /28/14 low— Nu 26911 L �N\V Latest Revision Date 03 12111014 000252BPLFU4 Dew, 02/14/14 sbaa 4 OF 7 Ravinia Caincrarem, NON I Final Landscape Plan Road 7 Median Detail 811 or ca11811.com Common Ground Alliance Reprei for. 269M Latest Revision Date w /w/14 Lennar 16305 36th Avenue Nadia, Suite 600 Plymouth, SIN 55446 Ravinia Conconca, A,z.1 I,o Uem 02/14/14 66 ce 5 on 7 Final Landscape Plan I Details iT xw eee' I". —ea Vilestwoad Reprei for. 269M Latest Revision Date w /w/14 Lennar 16305 36th Avenue Nadia, Suite 600 Plymouth, SIN 55446 Ravinia Conconca, A,z.1 I,o Uem 02/14/14 66 ce 5 on 7 Final Landscape Plan I Details F 02013 Westwood Professional Services, In.. City Park Detail Private Pool Detail OFF STR PARKI GEET (4 STALLS) X, SWINGS' SECONDARY MONUMENT SEE SHEET 5 OFF (6 '. soak NM PICNIC SHELTER PLAYSTRUCTURE 8' BIT (RAIL , EDGING PARK T MONUMENT `) SIGNAGE I �— I / 50'X84' BR COURT 30• ____ -�' t / I / SIGHT TRIANGLE SECONDARY , MONUMENT _ SEE SHEET 5 ARBOR r i Y Ravini a Y BUFFER _� WET Final L andscape Plan � 1 Lennar C TR EE I "• TO RE \ j TO REMAIN Details ;« I j \ j \ a ®4 Plymouth 60v' 55446 j \ EDGING 1 WETLAND FIREPIT i \ \ PAVER SEANNG AREA �t \ ARBOR City Park Plant Schedule CODE Ow.. COMMON/BOTANICAL NAME SIZE SPACING O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Private Pool Plant Schedule CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O,C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A OISCHWANCI. Call 48 Hours before digging: 811 or cc11811.com Common Ground Alliance Latest Revision Date 63/28/14 Bete 02/14/14 sic 6 m 7 Ravini a WET BUFFER _� WET Final L andscape Plan SETBACK City Park Plant Schedule CODE Ow.. COMMON/BOTANICAL NAME SIZE SPACING O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Private Pool Plant Schedule CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O,C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A OISCHWANCI. Call 48 Hours before digging: 811 or cc11811.com Common Ground Alliance Latest Revision Date 63/28/14 Bete 02/14/14 sic 6 m 7 L Ravini a Y menebx _� Final L andscape Plan Lennar I "• I Details ;« I 16305 36h Avenue North, Suie 600 � a ®4 Plymouth 60v' 55446 Westseesod v..w /14 T L F Tod Professional Services, Inc. itry Monument . 1'-0` Mailbox Unit (Poet Mount) i L Sub - Neighborhood Monument cnr 3oele: 1/r 1'-11" ERALKETS PROJELI LOGO SIGN Trailhead Monument scat« yr . V4r Stone Specification i� v' RELOSTONE BY BWLBER LREEK STONE OR EQUAL �..a. _•�'�° °rte.:' °" A b/e k fw 3A 4 �N. ]b9rl Lennar 16385 86th Avmue Nofth, Suite 600 Ai wuth, MN 55446 J5TONE BY ?K STONE Ravinia CAfWfaa. >.� Call 48 Hour. before El00in0: 811 or ca11811.com Common GraunE Alliance Latest Revision Date 03/14/14 cnc2llcllla, rx a 02/14/14 se 7 On 7 Final Landscape Plan Details E— I ...... 1 PRO Westwood xvx....aoe.mm L Sub - Neighborhood Monument cnr 3oele: 1/r 1'-11" ERALKETS PROJELI LOGO SIGN Trailhead Monument scat« yr . V4r Stone Specification i� v' RELOSTONE BY BWLBER LREEK STONE OR EQUAL �..a. _•�'�° °rte.:' °" A b/e k fw 3A 4 �N. ]b9rl Lennar 16385 86th Avmue Nofth, Suite 600 Ai wuth, MN 55446 J5TONE BY ?K STONE Ravinia CAfWfaa. >.� Call 48 Hour. before El00in0: 811 or ca11811.com Common GraunE Alliance Latest Revision Date 03/14/14 cnc2llcllla, rx a 02/14/14 se 7 On 7 Final Landscape Plan Details Attachment G Final Plat Graphics dated April 2, 2014 Project # 5401 -664 Prepared for: Lennar Of Minnesota 1000 Plymouth Road Plymouth MN 55446 Contact: Joe Jablonski tel: 952- 249 -3014 RAVINIA Corcoran, Minnesota Date April 2, 2014 Prepared by: Sathre- Bergquist, Inc. 150 Broadway Ave.. S. Wayzata, MN 55391 Contact: David Pemberton tel: 952- 476 -6000 BLOCK 1 GROSS AREA WETLAND AREA NET AREA Lot 1 12,942 s.f. 0.30 acres 0 s.f. 12,942 s.f. 0.30 acres Lott 10,881 s.f. 0.25 acres 0 s.f. 10,881 s.f. 0.25 acres Lot 3 10,059 s.f 0.23 acres 0 s.f. 10,059 s.f. 0.23 acres Lot 19,342 s.f 0.44 acres 0 S.f. 19,342 s.f. 0.44 acres Lot 5 15,881 S.f. 0.36 acres 595 s.f. 15,286 s.f. 0.35 acres Lot 12,594 s.f. 0.29 acres 0 s.f. 12,594 s.f 0.29 acres Lot 9,156 s.f. 0.21 acres 0 S.f. 9,156 s.f. 0.21 acres Lot 9,797 s.f. 0.22 acres 0 s.f. 9,797 s.f. 0.22 acres Lot 9 11,846 s.f 0.27 acres 0 s.f. 11,846 s.f. 0.27 acres Lot 10 13,263 s.f. 0.30 acres 0 S.f. 13,263 s.f. 0.30 acres Lot 11 15,888 s.f 0.36 acres 0 s.f. 15,888 s.f 0.36 acres Lot 12 13,806 s.f. 0.32 acres 0 s.f. 13,806 s.f 0.32 acres Lot 13 16,231 s.f. 0.37 acres 0 S.f. 16,231 s.f. 0.37 acres Lot 14 13,020 s.f 0.30 acres 0 s.f. 13,020 s.f 0.30 acres Lot 15 19,261 S.f. 0.44 acres 0 s.f 19,261 s.f. 0.44 acres Lot 16 12,054 S.f. 0.28 acres 0 S.f. 12,054 s.f. 0.28 acres Total 216,019 s.f. 4.96 acres 595 s.f. 215,424 SS 4.95 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA Lot 1 12,502 s.f. 0.29 acres 0 s.f. 12,502 s.f 0.29 acres Lott 10,056 S.f 0.23 acres 0 s.f. 10,056 s.f. 0.23 acres Lot 3 10,244 s.f. 0.24 acres 0 s.f. 10,244 S.f. 0.24 acres Lot 11,249 s.f. 0.26 acres 0 s.f. 11,249 s.f. 0.26 acres Lot 10,879 s.f. 0.25 acres 0 S.f. 10,879 s.f. 0.25 acres Lot 6 10,314 s.f. 0.24 acres 0 s.f. 10,314 s.f. 0.24 acres Lot 7 9,404 s.f. 0.22 acres 0 S.f. 9,404 s.f. 0.22 acres Lot 8 10,257 S.f. 0.24 acres 0 s.f. 10,257 s.f. 0.24 acres Lot 15,587 s.f. 0.36 acres 0 s.f. 15,587 s.f. 0.36 acres Lot 10 14,903 s.f. 0.34 acres 0 S.f. 14,903 s.f. 0.34 acres Lot 11 11,301 s.f. 0.26 acres 0 S.f. 11,301 s.f 0.26 acres Total 126,696 s.f 2.91 acres 0 s.f. 126,696 s.f 2.91 acres BLOCK 3 GROSS AREA WETLAND AREA NET AREA Lot 1 41,965 s.f 0.96 acres 0 s.f 41,965 s.f. 0.96 acres .BLOCK 4 GROSS AREA WETLAND AREA NET AREA Lot 1 13,883 S.f 0.32 acres 0 S.f. 13,883 s.f 0.32 acres Lot 2 9,860 s.f. 0.23 acres 0 s.f. 9,860 s.f. 0.23 acres Lot 3 9,219 s.f. 0.21 acres 0 S.f. 9,219 s.f. 0.21 acres Lot 9,219 S.f 0.21 acres 0 S.f. 9,219 s.f. 0.21 acres Lot 5 9,996 S.f. 0.23 acres 0 s.f. 9,996 s.f. 0.23 acres Total 52,177 s.f. 1.20 acres 0 S.f. 52,177 SS.. 1.20 acres BLOCK 5 GROSS AREA WETLAND AREA NET AREA Lot 1 29,178 s.f 1.49 acres 0 s.f. 29,178 S.f 0.67 acres Lott 11,958 s.f 3.64 acres 0 S.f. 11,958 s.f 0.27 acres Lot 13,163 s.f 3.31 acres 0 s.f 13,163 s.f 0.30 acres Total 54,299 s.f. 0.80 acres 0 s.f. 54,299 s.f 1.25 acres BLOCK 6 GROSS AREA WETLAND AREA NET AREA Lot 1 105,056 s.f. 2.41 acres 7,557 s.f 97,499 s.f 2.24 acres BLOCK 7 GROSS AREA WETLAND AREA NET AREA Lot 1 175,038 s.f. 4.02 acres 0 s.f. 175,038 s.f. 4.02 acres OUTLOTS GROSS AREA WETLAND AREA NET AREA A 1,833,865 s.f 42.10 acres 810,766 s.f. 1,023,100 s.f. 23.49 acres B 1,813,475 s.f. 41.63 acres 271,351 s.f. 1,542,124 s.f. 35.40 acres C 2,642,688 s.f. 60.67 acres 460,365 s.f 2,182,323 s.f 50.10 acres D 2,586,165 s.f 59.37 acres 424,814 s.f. 2,161,352 s.f 49.62 acres E 1,535,004 s.f 35.24 acres 288,859 s.f 1,246,145 s.f 28.61 acres Total 10,411,198 s.f. 239.01 acres 2,256,156 s.f. 8,155,043 s.f, 187.21 acres ROW GROSS AREA WETLAND AREA NET AREA ROW 466,769 s.f. 10.72 acres 11,849 s.f 454,920 s.f. 10.44 acres Exception GROSS AREA WETLAND AREA NET AREA Exception 65,341 s.f 1.50 acres 0 s.f. 65,341 s.f 1.50 acres Summary TOTAL AREA Total Lots 771,251 s.f 17.71 acres Total Outlots 10,411,198 s.f. 239.01 acres Total ROW 466,769 s.f 10.72 acres Site Total 11,649,218 s.f 267.43 acres Total Lots: 43 KNOW ALL PERSONS BY THESE PRESENTS: That U.S. Hama Corporation, a Delaware Corporation, owner of the following described property situated in the State of Minnesota, County of Hennepin, to wit: The Northeast Quarter of the Northwes[Qnarte, of8emion 36, Township 119, Range23 West of the Fifth Principal Meridian, Ftennepin County, Minnesota. And Color A, WOODLAND ACRES, Hennepin County, Minnesota. And Lot I. Block 1, FARRELL 2ND ADDITION, Hetmepin Conroy, NJ imesota. (TOrtcns) And The Sou larst Quaae, of the Nonhwasl Quar(e, of Seetiov 36, Township 119, Range 23, Hennepin County, Minnesota. (Toners) And The West 300 feet of the East 1559.1 feet of the South 237.6 festof the South One -Half of the Northeast Quarter ofSection 36jew tole, 119, Range 23. and 'NydWest2 75f tofflefutst1255.1Caet oCthe SOmh 23'.6C not o[the SOUtheen QuwNro[the NOMcrest Quartwo[Section J6,Tmonship 119 Nerdy Range23, Wnstofdm Sth P,ia6,.I meddi, HOcrepin County, Mordecai. And The East 326,7 feet of the South 200 fact of the Southeast Quarter ofthe Northeast Quarter of Section 36, Township 119 North, Rod,, 23 Well of the Fifth Principal Meridian, Hennepin County, Minnesota. And The North Half of the Southeast Quarter of Section 36, Township 119 Noth, Range 23 West, except the North 215.48 feet of the South 685L8 feet of are he,, 54;53 fact thereof, Hennepin County, Minnesota. and North 215.48 feet ofthe South 685.68 feet ofthe Last 547,53 feet ofthe North Halfefthe Southeast Quarter of Section 36, Township 119 North, Range 23 WV, IT.,.. County, Minnesota. And t'he Southwest Quarter retie Southeast Quarter of Section 36, Township 119, Range 23, flennepin County, Minnesota. fins mmvd flat ram,tobesurveyed andplatted as RAVINIA and does hucby dedicate to the able far public usefurevc, the publaway saddle c —union, bar drainage and utility pn, a as shown oa this plat. In witncix wloo.CledU.S.Home Corporation, a Delaware Corporation. Las caused these presents (o besigned bya properofficer this dayof UA, Home Cooperation, a Delmvnre Corporation ]on Anne, Ewm on Vice President I David B. Pemberton do hereby certify that this pIs, ,, Disported by me or under my direct soPervision; that Ian, a duly Incensed Land Surveyor in the State of Mcdco.ts, that this plot Is a coAe , representation of the boundary survey; that all mathenutied data and labels are scalletly designated on the pla, the, rill monmnnnts depicted on the plat have been or will be correctly set within one yen,; that all wa(er boundaries and at lands, a, defined by Mlnvesola Statutes, Section 505.01, Saba, 3, as of the data of this eindtake are shown and labeled ad this plop and s11 public ways are shown and labeled oa this plat. Dawdlers, day of David B- Resurfaced, Licensed Land Surveyor Minnesota License No 40344 STATE OF MINNESOTA, COUNTY OF HENNEPIN This instmmem was acknowledged before me dh¢ day of 2014, by David B Pembodoo. Notary Printed Name Notary Public, Heard,rd County, Minnesota CORCORAN, MINNESOTA This plat of RAVINIA wnsappmvcd and accepted by the City Council ofComoran, Minneww at a reopen reefing held this d, oC 2014. Ifarplicabigthreriaencommenu' and recommendations ofthe Commissioner of Tranaponabon and the County Highway Engineer have born nerved by the City o, the prescribed 30 day period has elapsed without receipt of such crinoline and recorne endatiodv, as provided by Minnesota Statutes, Section 505.03, Subdivision 2, Mayor Corp Clerk TAXPAYER SERVICES DEPARTMENT HENNEPIN COUNTY, MINNESOTA I hereby certify that ores payable in and peioryars have been paid For lend desaibud ov this Flan. Datedthis dayof 2014. Mark V. Chapin, Hcnncpin County Auditor Deputy SURVEY DIY ISION HENNEPIN COUNTY, MINNESOTA Pursuant a Mnnesom Statutes Section 383B,565 (1969), this plat has been approved this STATE OF MINNESOTA, COUNTY OF HENNEPIN Thefotegoing fedvment was acknowledged before me Bis dayoC 2014,by Jo. Aune,UX, Home Corporation, a Delaware Coporetied. William R arowu, Hennepin County Surveyor Fly Commission Notery Printed Name Notary Public, Hennepin Core, Short ... ba SATHRE- BERGQUIST, INC. COUNTYRECORDER HENNEPIN COUNTY, MINNESOTA I hereby Certify that the within plat of RAVINIA was recorded in this office this day of 2014, at_ o'c luck _.M, Martin -McCormick, Registrar of I died By. Deputy -NWTI LINE OF 1NC NW 1/4 1 M SEE, 36. `,YP L,E Pa. 23 • � O SEC J6. PC SS NDENO XENNEPN CO...L NW CORER fi0 _. g k: i2 I 258 N89 m �°54' 306.( OWE S1L9R-E IND. .0 306.0 (� N89 '54' I\ - WESi TINE OF ME NW 1/4 q OF EEC, M. TAP 119. PQ. 23 gR (•iN3% 1/4 CgtlIER OF SEC. 36. MP. 116 F ^_ . (NENNEPIN >T - -� m9°1rG4E u4zi1 --SLUM LINE OF PI Nw 1/4 OF SEC J6. TAP. 119. RCE. n - WEST LANE OF ME sW 1/4 OOF SEC, 16, 1NP, 119. HAS. 23 1 5W LOPX �GF EEL. .M. MP. ,16 XENNEPIN L0. MON.) SATHRE- BERGQUIST, INC. - N89 °36'18 "E 1344.70 _ •` V IA '�- -� ��. �� 28"'0'3" 273079 NCEM 1/4 CORNER OF 3EC. 3fi, -� - HCP1H LINE OF ME NE I/a N69°rrOtW 22493 ys` ejY 11 �b39 �.(` C. R. DOC. NO. R.T. DOC. NO. ' - -ry )PIN ONE Cl ME NE 1/a CF ME NW IAL OF SEC 36, TM. 119, RCE 23 MP. 119, RCE 23 (Mp NENNEPIN C0 MEN) OF 3EL. J6, T1p 119. PGE 21 0J C9. Vy0)OO. 0.eEl5i'3 + t9. HE CORNEA OF SEC 3fi. D'Syp 99 h SO -° -••• `,• AV �_ / `Y V '� on ]4393 1MP 119. NEE 23 (FON. XENNEPIN CO. P,,j i Jl n fly wlliv ai i'r €n m n $ 6 INSET 8 fly_ :J_ Iw € ELLSHEF.T)OI SSHLGTS) �m o (SEE SHEET 6 OF 8 SHEETS) j N W.; vLV. I VAV� ,SI JL_. Q Z J3 - I J60� i LINE OF ME NORM 1/z OF ME 1 SE IH OF 1. . nw, 1 9, RCE. V `, 133RD A.'E M 6 E- 'I C F, r- I WRYEnINE 1.RIE S89017'23 "E 1327.95 - 1 °83RD P1.4OER. - - -C -NORM ONE CF ME SW 1/4 OF ME I fFSi NHE OF Nff NE 1/4 CL IINE IFNGM N. SMI 9GRING /CXORD DEPRIryC LHOflO 5E 1/4 OF SEC, M. TAP, 119, RGE. 23 OF SFC. 36. TAP. 119, flG£. 23 __i CI EI 188.30 e= 180°0'CO' 6000 S00']]s. 12000 1WW LOCI 16E I9 ..vv � i'r v. d N _ SOON LINE OF ME NE 1/4 OF ME NW I/4 z • ;� L2 fi0 W N99R612'W N W SEL. 16, TAP. 119, RGE. 23 - M04 NORTHERLY ONE LOT 1, zP E3 3000 NGPJB'46t N89°4T25•W 1343.33 ; ° 588 34'20 "E 1533.58 eLacR I, FARREU END nwmax N ,- 566°3Sn'E n6sJa I "T E A - -OF CO ONE OF ME EE I/4 OF ME NW I/4 OF SEC. ]8, 119, NGE. 23 3 .J i_ / `t V 1r 3 i -- NMM ONE OF ME SW M 1/P OF ME 3 R Z w z z NE I/4 OF SEC. 36, ryp, HE. RCE 23 17 r1 nitua '�+� d L2 ,•':A (13] IN �1 IEIL IVYY /`t _ _ _ Y% F-I cAIF\ TI!\NI in����Ll -l- IvV �UUI11 VIV HED rp C1 W °O -SLUM ONE OF ME 5W 1/4 OF SEC. 35. INP. 110 RGE. E ' -'- I I %EWM LINE OF ME SW I/4 OF ME $E 1/4 I1 OF SEC. J6, TW. 119, GE, 23 9 ry �- 56 OxllE 9663]9 _i^ -�•�- ° µ 589 23'47 "E 1318.23= -= W^^�RE R- INSET B �7 - L7 8a '67 589934J'E 2B]6nJ (SEE 511EE, 1'4 OF 8SHCHFS) a 3 S89 °26'12 "E 1"Jo N89 °2612 "W �_ LOPLO OF SEC 36. PAP .119, (ENO. NENNEPIN°0 I.,) 5� b < i�'i.':TI'. „'3 350.00 z 1 726--'4 6G� O O W INSET Ca ^ AI�J u Yb M CR. NBS °53'S1'W (SEE SHEET 5 OF 8 S(1ELTS) O _ E. C =3]32 . e =s °s9'4s' 04 "E = SdIM ONE OF ME SE 1/4 OF ME NW 1/4 HE SEC, 36, P,M, 19. RGE 23 iii Rm 530.W 57.55 SOLD ONE OF ME $W RI I/2 OF n1E NE 1/4 C, SEC 36 TAP 119 ODE 23 OF, 33 011 o j•OQ °34'06, -W S00-34L06 -- - 11 - Nge •4a7 -NORM USE DE ME NERM 9, aE 23 SE I/4 OF SEC J5, ttR. 119. RGE, 23 N69°rrOtW 22493 ys` ejY 11 �b39 ' 200.00 •. °'FIEIDSfONE 2LlD •, __ OF E TAflNEP OF ME SE I/a W E 60 X SEC SM, EMO 119. A rTSE _ ;N .- S89 °11'04 "E 1342.17 6D I NON, C-J6fi 3iY 1112H \ 0. °NAT 25 µ \'ti C�0o5 \ \5' E . 23 (MD. HENNEPIN N. MON.) 0J C9. Vy0)OO. 0.eEl5i'3 + t9. 68oJg IN ..'I'09'W D'Syp 99 6 -° -••• `,• i2i I on ]4393 € X33 i Jl n $ &a n fly_ :J_ Iw € INSET �m o (SEE SHEET 6 OF 8 SHEETS) j N vLV. I VAV� ,SI JL_. Q Z J3 - I J60� i LINE OF ME NORM 1/z OF ME 1 SE IH OF 1. . nw, 1 9, RCE. V `, 133RD A.'E M 'I C F, r- I 1 SE9 °17'23 "E 1327.95 - S89017'23 "E 1327.95 - 1 °83RD P1.4OER. -NORM ONE CF ME SW 1/4 OF ME I Y7 M NAC -- 7 5E 1/4 OF SEC, M. TAP, 119, RGE. 23 - I9 ..vv � i'r v. d N z • ;� ED zP INSET E zm "T E A :2 (SEESHEET]OF8SHE c', OF WE 36NaMS/3 P R Z ^ p $ ILA. �� N 1 u \Jr ` L -SLUM ONE OF ME 5W 1/4 OF SEC. 35. INP. 110 RGE. E ' -'- I I %EWM LINE OF ME SW I/4 OF ME $E 1/4 I1 OF SEC. J6, TW. 119, GE, 23 _ -OWM ONE HE ME Y V. OF SEC. 36, IXP. 119. RGE. 23 I �- 56 OxllE 9663]9 _i^ -�•�- ° µ 589 23'47 "E 1318.23= -= W^^�RE R- ( \ SWM 1/4 CORNER OF' 1 - '67 589934J'E 2B]6nJ YC .. IYI O9, RGE 93 � �_ LOPLO OF SEC 36. PAP .119, (ENO. NENNEPIN°0 I.,) �i,i.'i. is : ": i.: .i: 1. i�'i.':TI'. „'3 PG6.MED. NENNEPIN CO I.) 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' m / \ Eo¢ of weT uxo Eon OF WET LMD w — T / a f nr- ° n r- iu1° i n / w I ( DRAINAGE AND UTILYIY EASLYIENIS AllL SHOWN THUS'. 8 EOCE cs wEr Inxo � � wEr uxo I _ T r- ^„ IN I vlr I fl L w1v v i /14 tl y \ P —4 I— N89 054'26"ER306.07 \ OUTLOT A / 9LIWAEA nEN / h n 1 1 ^^ •" ^ CV1GT / g \ uRO1 REnsENENr vER nu m Wnm a w N _ _ _ —j L — N89 °54'26 °E 306.07^ sots or wEr Unno wEr uxD $ Nor TOSnlx 6 n 00 Heing5 Cc, .idth and od)oining lot lines, unlasa olhcrvisc NIndimlod, and lO If in.ddlh andaa,-ng right N,,, lincv, i unlrsa o�M1Cm isc iodlcnleq as shmw oo Ihcplal_ E°cE OF wcr uNO Gv. ItvvP. / I` Damtes a I/2 incF by 14 neF lmn 40 Pl ea In the O 6mu'aod madvl b. I�¢ose NO. 40944 • Dcnotcc a Pmmd lmn MOn —1 CD D— , —FCaod GA- Iroo-MOm+mcnl W / N y wEr uxO � 1 o / wcr uxO NO RZW \ / —SWm DNE CF WE NE f/4 OP TXE xW I/6 100 50 0 50 100 200 / CF SE0. R, TBP. I1H. RGE. 2l SCALE IN FEET N89 °4725 "W 1343.33 HEARINC. BASS Tho —, noshed" lineol LaY I, Hlock I. F-11 2nd Addi, -, which b- Soolh SS degmes34 mimi4s20 fwoadv La 4 (Sm Sh.0 2 I R Shewa) SATHRE- BERGQUIST, INC. tw 1 DRAINAGE AND UTILITY EASENIMIS ARE SHOIAN THUS, 5 III NOT IO SCALF, 6ano 5A lTI,idIhend ad ]dnag lot Ilnee.-I... NIhA-ix Ild —.d, ,M ID DOI 11,.NR Nd eNTR l 1,111.11111-1, wlvux oOem,m lod-,Ad, ns IT—,o 'E, 'W, O oeoore, A lft Inch by 14 m1h1mo Fife.t lu the gmxnd aml marked by Liwnre Na 40144 Denotes. FOUnd Imo Monumeol OO Denn,e, N F—d Cvsl -Ro. Mnnxt ten 11111,11 100 50 0 50 100 200 SCAIEINEEET SEAR1NGBASIS Thc mos[ uoMOdYlioc of Lnt I, B4wk I, Fnm'll2nd AddUioq Ah.6 tAN6 $ox@ DR degrva J4 i.-, 20. —cl, Bawt. rscc Shoe12 oftl Sncus) M UON-11 . llljl - nOflM LME OF ME SE 1/a OF ", ON f/4 OF YD ]fi. TIR. 119L AGE 23 =eocEOF wcr uxo NO 1 \ ` \ MODE Df MT uxo -/ \ �r urvo \ _ FncF OF xFr uxo / 1 1 / r uno ::G� /•� yr 111111 IfIC iv v /•A r✓ EocE of xEE LAND- NO \ I \ I s OUTLOT B I 3 NEANA. ANN uD,l CPSEUEN, i v y O F OUROT B \ 1 P G I wEE uxo � = Y F ' ERGE OF WE ux\ i x[E uxo ` t � ) / - S FocF of xFr uwo 1 -mec OF IIEr urvo t / / WT LAND \ 1 sauM unE OF ME ss 1/4 OF MF xw 1/4 OF sEC as, iW. lls, RAF. DRAINAGE AND UTILITY EASENIMIS ARE SHOIAN THUS, 5 III NOT IO SCALF, 6ano 5A lTI,idIhend ad ]dnag lot Ilnee.-I... NIhA-ix Ild —.d, ,M ID DOI 11,.NR Nd eNTR l 1,111.11111-1, wlvux oOem,m lod-,Ad, ns IT—,o 'E, 'W, O oeoore, A lft Inch by 14 m1h1mo Fife.t lu the gmxnd aml marked by Liwnre Na 40144 Denotes. FOUnd Imo Monumeol OO Denn,e, N F—d Cvsl -Ro. Mnnxt ten 11111,11 100 50 0 50 100 200 SCAIEINEEET SEAR1NGBASIS Thc mos[ uoMOdYlioc of Lnt I, B4wk I, Fnm'll2nd AddUioq Ah.6 tAN6 $ox@ DR degrva J4 i.-, 20. —cl, Bawt. rscc Shoe12 oftl Sncus) M s FIRINAUG 588034'20 "E 1533.58 R a b 4fSO 9O0 Cq 5>Ellin Naga 53'sry _I l ntiKC_L.L. OUTLOT C McIFFIE AxF unun E4SFRORT 0. n L of W FOT c NEST USE W OF ME Cf FAST 1555 .1 FEEL -- ` SC OF ME NEI 15 OF SEE. OR -m6E OF NET VNO ` \ 1\ C� mEE OF WEi UFO- / / M£i LM'0 be NORM NORM LSE M ME NgtM 1/2 OF ME 95411 W 1 \hS� �Nq SE 1/4 OF SEC, 36. TW-v 9_RGEf _ fj' Im215 rv85 °aQ'a6 ^W 9)z 1. OF WET LANI .Jh 0 set w on a >1jz A \ xl'T who z° Nye SATHRE- BERGQUIST, INC. a.zB °1� NET uxc EO £ OF W1 thoil �iv� r.vvi�ivw 3 M M O N 589 °26'12 "E 350.00 BLOC . - -xORFF USE OF WE SWTX 2316 FEET— OF ME SOLM 1/2 SEG. OR �\ / \ S89 °05'41'W v4 N24 °44' All 50.00 p' I23199^w Nl /° 145.00 I "' 13605 $ loa 4g2W mg o ne9 °43'54"w' z f -3W -2)5 r " —NESF LRE OF ME EAST 1255.1 FEET OF IIIE SWM 1/2 OF NEI /4 OF `EC. 36 NEST FFE OF ME SOB ME SFuM 1 t OF ME 980.1 FEEL Q FO R I /R —/ / OF 'E' /4 Ef SEC. 3fi 36, UP. 119, RGE. WRI USX kigcR OF -O""Y 02,00 W20FS 4GW 563 CO M.31 is0642'03" RR500 SORZfi'4TW 26M N89 °26'12 'W 60.00 O O O M W M] M O Z G Danoss a 1/2 inch by 14 "' imo pim"et ill the ,Fomd and mvr,,d by 0,,h, No. 4W 4a Denney, v moved Iron Mcuument qt Demmsatbmd CVsHmn- Monomm' �4 10 6o O 6O too zoo SCALE IN FEET BLARING BASIS The most mrthcdy Imo cf LDI I, Black I. F— ell2nd Addiuon,.1leh beers Somh 85 de5rees 34 mlmnes20 seconds Ewe (See She,, 2 of 8 Shmrs) \ NET MN mcE of NEi uno —/ \ —_NORM LwE OF ME SWM 2W BEEF OF ME SWM I/2 EEC 36 - -� o � \ _ _ N89 °11'04 "W 326.70 _ -- ( _ 1 N89°I1'Oa'W __zss.>a ___ I - � 1 27 EXCLUDED M S N89 °11'04 "W 326.70 Q 3 _ II go =11 °5623' 164,74_ J N 10266 _ / 6c 33.37 $L__ 4 RR49J a N J M 0 Z 1'04 "E IS NIL 3 o� O Q Q M ,0 N - -E\5T B L W ME SE 1/4 OF SF EE 1/4 OF $E se. INP. Ile, RGE, 23 \ / —mGE W WEi LANG D 4 A 55'R2 \ _NE WPHEA OF ME $E 1/4 W INSET F D° ME SO 14 a �. s, ONi. ,19. PGE. z3 /c a xiasE N ca MOB) (SOLI, SIIEEF80FA SITY.tIS) � H.L S h \ WEF UNO h�5, ry�O9 m N n ' 132.7 la Ii NO -08'51 -W 4000'9,7 �W 20 — D° bJ i —NORM LINE OF ML SW M 1/i OF ME NE 1/4 OF 5m. J9, INp 119, RGE. 23 µEi LNiO / wet uno _ 1 / -m¢ OF WRT uno R a b 4fSO 9O0 Cq 5>Ellin Naga 53'sry _I l ntiKC_L.L. OUTLOT C McIFFIE AxF unun E4SFRORT 0. n L of W FOT c NEST USE W OF ME Cf FAST 1555 .1 FEEL -- ` SC OF ME NEI 15 OF SEE. OR -m6E OF NET VNO ` \ 1\ C� mEE OF WEi UFO- / / M£i LM'0 be NORM NORM LSE M ME NgtM 1/2 OF ME 95411 W 1 \hS� �Nq SE 1/4 OF SEC, 36. TW-v 9_RGEf _ fj' Im215 rv85 °aQ'a6 ^W 9)z 1. OF WET LANI .Jh 0 set w on a >1jz A \ xl'T who z° Nye SATHRE- BERGQUIST, INC. a.zB °1� NET uxc EO £ OF W1 thoil �iv� r.vvi�ivw 3 M M O N 589 °26'12 "E 350.00 BLOC . - -xORFF USE OF WE SWTX 2316 FEET— OF ME SOLM 1/2 SEG. OR �\ / \ S89 °05'41'W v4 N24 °44' All 50.00 p' I23199^w Nl /° 145.00 I "' 13605 $ loa 4g2W mg o ne9 °43'54"w' z f -3W -2)5 r " —NESF LRE OF ME EAST 1255.1 FEET OF IIIE SWM 1/2 OF NEI /4 OF `EC. 36 NEST FFE OF ME SOB ME SFuM 1 t OF ME 980.1 FEEL Q FO R I /R —/ / OF 'E' /4 Ef SEC. 3fi 36, UP. 119, RGE. WRI USX kigcR OF -O""Y 02,00 W20FS 4GW 563 CO M.31 is0642'03" RR500 SORZfi'4TW 26M N89 °26'12 'W 60.00 O O O M W M] M O Z G Danoss a 1/2 inch by 14 "' imo pim"et ill the ,Fomd and mvr,,d by 0,,h, No. 4W 4a Denney, v moved Iron Mcuument qt Demmsatbmd CVsHmn- Monomm' �4 10 6o O 6O too zoo SCALE IN FEET BLARING BASIS The most mrthcdy Imo cf LDI I, Black I. F— ell2nd Addiuon,.1leh beers Somh 85 de5rees 34 mlmnes20 seconds Ewe (See She,, 2 of 8 Shmrs) \ NET MN mcE of NEi uno —/ \ —_NORM LwE OF ME SWM 2W BEEF OF ME SWM I/2 EEC 36 - -� o � \ _ _ N89 °11'04 "W 326.70 _ -- ( _ 1 N89°I1'Oa'W __zss.>a ___ I - � 1 27 EXCLUDED M S N89 °11'04 "W 326.70 Q 3 _ II go =11 °5623' 164,74_ J N 10266 _ / 6c 33.37 $L__ 4 RR49J a N J M 0 Z 1'04 "E IS NIL 3 o� O Q Q M ,0 N - -E\5T B L W ME SE 1/4 OF SF EE 1/4 OF $E se. INP. Ile, RGE, 23 \ / —mGE W WEi LANG D 4 A 55'R2 \ _NE WPHEA OF ME $E 1/4 W INSET F D° ME SO 14 a �. s, ONi. ,19. PGE. z3 /c a xiasE N ca MOB) (SOLI, SIIEEF80FA SITY.tIS) � H.L S h \ WEF UNO h�5, ry�O9 m N n ' 132.7 la Ii NO -08'51 -W 4000'9,7 �W 20 — D° bJ {0 FoRMNACT, AND UTILITY EASEMENTS ARE SHOWN THOS'. s4�3i� OPo ON %2. - SE O OF LANE ME S M ME xaPI SE TS I/2 Of SEC. 36, IMp. 119, PCE. 23 �'!,N NOT TO SCALE \N6m �4Po1Y EenSSfW adjoining adJllnee aole,¢odun +ea 11a Hied nne10tact1n w'em nne" . "S.'hF ld aes X311 I Hier olhertr ielneiaied » cM1Oan on M1c pint sn$7z N� i "saga. P5O 389.851 \ °4 8 °OS Z \ v r e�la� ED ..1 /2 ..r THE .,E 1 /4 1 3 lot N q n - z AD N V �. S / / 0 O N£t USE, Fn Fi Sin £ S � F � / EDGE OF NET IAN9 — - � — i i \ EDGE Al NET I'D Y� .1 Do. -EDGE OF WET LAND NEr LARD -SDUM LANE dF ME THH, 1R OF ME OF 1/4 OF SEG. SOT MP. 118, FOE, 23 SATHRE- BERGQUIST, INC. O Dulmc y10 inch by 14 d on iron vl, ,, to lno gmond and mmknd by Licwse No 40344 • Denola a Poand lon NOnomanl Q Lot do o F., .Td Cvt Iron Mont nevi INSET G (SEE SHECTB OF 8 SLIEETS) EDGE OF Kt Ul ' S89 °17'23 'E 2655.91 Y too sO 0 so 100 200 SCALE IN FEET BEARINfi BASIS DO most northerly lmeoFLm L Block 1, Farcell god Addltivq which ad, Said, AT dl minnlu xoseeoad, ESF,. (Sal SO.,? of 8 Shea") i I 0UTLOT D TIE NEST E OF ME EAST 5{E GO OOPINAGE UNO OF OF SID iR OE ME G 123 UT A, AIL OF SEC. 36. TAP. 119, RC£. 23 oE8 . 1 oonorD ., E.,. 1 d ?. RGE. 2 N£1 IAND \ -EDGE OF NET IA M O. to USE a ME ME M GB3.Ge EEET aF OF nOPM 1M 6 MF SE 1/e I Q< SEG H. 1NP. 1I8. RGE 23 an I I I I I I / NET uxo A EDGE OF NET urvD- / eD SO M w 0 Z -EAST USE OF ME N 1n M ME SE 1/{ OF Yc NA, TM. 1w, RGE. 23 Tfin �_ r xe9 =1rw�v n393 �i WT LAM, ^� SI 3 SN.Sh, FEET roll ME Rd1N'1/2 ,b%6 h, OF ME, GE /4 OE TO' p6. TNP. 1A T. 23 / i GG OGRNER OF ME 5E 1/4 OF M¢. v (MT IM Eqx o uw.) — 1\ 478 55 `\ur"I"1A.. JT 1/1' _ ---- - - 41f Nra°25 y6 rvEt LAND 8 EDGE OF WT Ail J a °z O. to USE a ME ME M GB3.Ge EEET aF OF nOPM 1M 6 MF SE 1/e I Q< SEG H. 1NP. 1I8. RGE 23 an I I I I I I / NET uxo A EDGE OF NET urvD- / eD SO M w 0 Z -EAST USE OF ME N 1n M ME SE 1/{ OF Yc NA, TM. 1w, RGE. 23 WT LAM, EDGE OF'A'LARD —� — DUE ROOM LANE OF TIE sOUa SN.Sh, FEET roll ME Rd1N'1/2 OF ME, GE /4 OE TO' p6. TNP. 1A T. 23 / i - a'. -� 58942YE 547.55 I1J56 -, — 1\ 478 55 `\ur"I"1A.. JT 1/1' 1 41f Nra°25 y6 O. to USE a ME ME M GB3.Ge EEET aF OF nOPM 1M 6 MF SE 1/e I Q< SEG H. 1NP. 1I8. RGE 23 an I I I I I I / NET uxo A EDGE OF NET urvD- / eD SO M w 0 Z -EAST USE OF ME N 1n M ME SE 1/{ OF Yc NA, TM. 1w, RGE. 23 SATHRE— BERGQUIST, INC. INSET E N M W N N 0 0 0 0 Px NAIL 11117-1-11111 100 50 0 50 100 200 SCALE IN FEET HEARING BASIS The most norlledy 11— Lot I, Block 1, Direll'nd Addition, nhich brans Sou1F 88 degans 34.'DUIa 20 ecoomts E., (Sce Shcet 2 of8 Sheen) O De te, x 121nah by 14 ned, Iron ITS, e, iD the EmuM and artArd by 1 - -, Net 40344 • Dernn, Pmmd Iron A,onnme" O DE-11 FrEid @sHmn umnumenf DRAINAGE AND LTILITY EASEMENTS ARE SHOWN THUS: S ( T II NO To SCALE Being s fret 1n oNIhnAd al yinmg hlttinns -111 TINI-isn mdlewd, and w @et in,aldlh and ndjommg right nfwzg tines. Imlasothu'ynec indicxled, u <shmm ovIh 'lr' —N.1. IM R, 1HA SN 1/4 DE 1RE EA 1/4 DF 2C. 36, M9. 116, SMS 23 NET LAND � —ESER OE NET LAND r rl r- r r- r- / a \ ` OUTLOT E s m in M \ 'LITE EASEMENT MR OVER ALL OE WRDi E \ _ 2 p � TO ik W b EODE DF XEi LAIq o � \ MET LAND \ � � \ n � „L N N69°1YaYw ASINT \\ \ I— 8 1 ) wET AND EDGE Of MT LAND—\ f -- 300.06 4-�_ _ _ _ _ 500.11 _ _ _,� _ 519.30 1 • 3101 n / \ -SW M LINE W ME SW 1/4 VIM SE 1/4 OF SEC. 36. TAR. 119. RTE 23 131 0,47 McKUfOR6' ROAD S89 023'47 °E 1318.23 WRNER a H 1/4 �. _— TN SE t /aWEFR . n, TMt 119, Ts' 3] (xEHrvEPw w. xan.) N M W N N 0 0 0 0 Px NAIL 11117-1-11111 100 50 0 50 100 200 SCALE IN FEET HEARING BASIS The most norlledy 11— Lot I, Block 1, Direll'nd Addition, nhich brans Sou1F 88 degans 34.'DUIa 20 ecoomts E., (Sce Shcet 2 of8 Sheen) O De te, x 121nah by 14 ned, Iron ITS, e, iD the EmuM and artArd by 1 - -, Net 40344 • Dernn, Pmmd Iron A,onnme" O DE-11 FrEid @sHmn umnumenf DRAINAGE AND LTILITY EASEMENTS ARE SHOWN THUS: S ( T II NO To SCALE Being s fret 1n oNIhnAd al yinmg hlttinns -111 TINI-isn mdlewd, and w @et in,aldlh and ndjommg right nfwzg tines. Imlasothu'ynec indicxled, u <shmm ovIh 'lr' /m o° h � Ss] 9a C,f ,qt" ,s s SATHRE- BERGQUIST, INC. 0 D n I/ bb- g tl d kdb1L N, 40" • D _ f dl Y Q D no N-d C." non M-n—, IMAXTAI INSET F DRAINAGE AND UTILITY F.ASEMUN'IS ARE SIIGU'N UHi,S S69 °05'41 "W 'Noo „ OR" 60 30 0 30 60 120 SCALE IN FEET UWRINC BASIS the mono h 1yl IL I Ht-b I a..li2dAdtl' fibbls Sandi Sedcy 34 —111, 20 'mnd.Sal (S. Sbayi 2 f Shenc) WR4ENNE TAKE 2 C3 OT TO SC WF 9CncSf " . 'd,h and ad, ... a, I 1 h N, -rvlwt tl and 10 [ in 'd h nad dJ n S `'I f , D-1. I E— - nd Nd al a o h° pin_ S69 °05'41 "W 'Noo „ OR" 60 30 0 30 60 120 SCALE IN FEET UWRINC BASIS the mono h 1yl IL I Ht-b I a..li2dAdtl' fibbls Sandi Sedcy 34 —111, 20 'mnd.Sal (S. Sbayi 2 f Shenc) INSET G R= 790.00 139.41 6�---- - -1;7: 10L N89 °5'09:E 140.86 J w 4N85 °45'� "E 130.00_, Ir 119.92 \m °i f 9— W' � g530 umWZ � 1sop0 S89 °51'09 "W 248.09 I]9,J6 n m of b1 %521 115 J1 �P �w N N'I / °29E P 5 gm N 1 � f h b =h 1) = n s �mlm WR4ENNE TAKE 2 C3 2]500 NOOY906'W Sfi3 SBJ Ir OI l0P5 C3 3fi ]i 2L`.00 50228'43'W 2fi.J0 tl 1 1.11 - 2 aR 512'03' 25W CS ]58 aNIYW 25'14" 80.00 INSET G R= 790.00 139.41 6�---- - -1;7: 10L N89 °5'09:E 140.86 J w 4N85 °45'� "E 130.00_, Ir 119.92 \m °i f 9— W' � g530 umWZ � 1sop0 S89 °51'09 "W 248.09 I]9,J6 n m of b1 %521 115 J1 �P �w N N'I / °29E P 5 gm N 1 � f h b =h 1) = n s �mlm d= Z, 6 °JO' A Rol 200 13., W 151.2a G0' �1 D '. .( Lo z r D Jt9 \ 14YY 1 inc- 14L I i -r Y� RIGHT OF WAY VACATION DESCRIPTION i� T1YAYi �. I 1- \ \7 L. 1 I i - /' WETLAND I Gleason Road as dedicated on the plat of FARRELL ADDITION, ! according to the recorded plat thereof, Hennepin County, Minnesota S66 034'20 "E 1533.56 ! 1 — — tO 1 hereby certify that this survey, plan or report was prepared by me or - - - - _ under my direct supervision and that I am a duly Licensed Land Surveyor r. . . . . . . . . �� - - - - - - - - - • . . . . . . . fWETLAND• / EDGE OF WETLAND \ . . . . . , . . . . - . - \ R under the laws of the State of Minnesota _ _ _ _ _ - _ _ Dated this 4th day of March, 2014. e ----- � . . . . . . . . . . . . . . 117 , A I-) L) F- I I SAT E -BERG LAST, INC. o • • • _ • • . - - . . . \ \ I f—\I \I \L_L_L_ . . . . . . . . . . ' r �r I David B. Pemberton, Professional Land Surveyor WETLAND 158,50 I Minnesota License No. 40344 , R -6D.DO A -190 000'00 . • • . , • C- 120.00 N69 026'12 "W r RC.. -SO0 °33'48 "W 60. . - -- 00 I fi i rn A n n I T I /1 N I r- A E:) 1171 1 nln Ar-\ r-\ 1Tlnnl �. . . . • . . - /-\ I\ I\ L_ L. L 1 N LJ /-\ LJ L./ I I I v l y g I o$ � s -� 0 GLEASON ROAD AS S89 011'17 "E 1120.17 HALEY PARCEL I 11 T '1 L.\/ I I S69026'12'E zz 350.00 r - } WETLAND - - J N69 026'12 "W 726.00 °m S89101 I'll 7 "E 947.11 S69 11'17 "E 575.00 .60 300,11 HILLUKKA 274.89 ON FARRELL ADDITION %� - w GLEASON PARCEL IM N HARTMAN PARCEL ,\WETLAND / l' ' 0I r - } WETLAND - - J N69 026'12 "W 726.00 °m S89101 I'll 7 "E 947.11 375.81 S 26.70 $ .60 W I8 HILLUKKA o BOEHMER IN PARCEL EXCLUDED Uj PARCEL 0I 2634:98 I WETLAND WETLAND _ _ _ . _ \ PAW JOB #: 5401 -655 AA REVISIONS RIGHT OF WAY VACATION EXHIBIT FIELD DRAWN BY: DBP w oN SATHRE- BERGQUIST, INC- PREPARED FOR 200 100 0 100 200 400 DRAWN BY: 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 476000 CHECKED BY: DBP N�w LENNAR OF MINNESOTA DATE: 03404/14 tiFRS °`' SCALE IN FEET WETLAND S88'34'20'E 1533.58 _ . - _ . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . EDGE OF WETLA ,••....._.. WETLAND - - - FARRELL 2ND ADDITION � .........:.....,_ 0 N S89- 11 -17 -E 1120.17 V. - WETLAND LOT 1 /� \ FARRELL \ FA- 3 RIGHT OF WAY VACATION DESCRIPTION That part of Gleason Road over, under and across the Southeast Quarter of the Northeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota, as shown on Hennepin County Maps and by prescriptive use. I hereby certify that this survey, plan or report was prepared by me or D R under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota Dated this 31 st day of March, 2014 n • 188.50 I 1 R =80.00 - �180'00'00' 0-120.00 N89 26'12'W C4.- SOO'33'48'W 60.00 II ku ADDITION II S 1 W g� M p \ 5 �a II s 56976'12'E 350.00 Z N89'26'12'W 726.00 I I BLOCK 1 $Ir S89'11'17'E 575.00 r - GLEASON ROAD PER HENNEPIN COUNTY MAP AND PRESCRIPTIVE EASEMENT 300:11 0 274.89 c S8911'17'E 947.11 GLEASON I� HARTMAN M 3 6.61 S 32s.7D o 293 PARCEL N PARCEL I N SE1 /4 OF THE g NE1 /4 SEC.36 " W S $ BOEHMER I �� I9 ,HALL PARCEL �' EXCLUDED I PARCEL �� I8 `y —of T°- - -- - -- _ WETL-AW /f \. i / n - -- -^.�- 2634.88 . . . . .--- �� - -�z • . . ` ' • . _ \ -SOUTH LINE OF THE SE1 /4 OF NE1 /4, SEC.36, TWP.119, RGE.23 . VY.TLAND WETLAND ) SAT RE -BE GQUIST, INC. David B. Pemberton, Professional Land Surveyor lI Minnesota License No. 40344 I I I � JOB #: 5401 -655 AA REVISIONS FIELD CREW: RIGHT OF WAY VACATION EXHIBIT DRAWN BY: DBP W _ SAT_ _HRE- BERGQUIST, INC. PREPARED FOR 200 100 0 100 200 400 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 476 -6000 0 1111111111111111 CHECKED BY: DBP N_ LENNAR OF MINNESOTA DATE: 03-/04/14 F "' ` p Y SCALE IN FEET Attachment H Sample Home Plan Examples Lennar Homes MN Standard Color Schemes dme Brick -Acme Ochs stone Slyle +Coro' SW Batten Board SWTriple Three SWGarage Door SWDecorative Veat SW Soffit /Facia SW Wind —Frame SW Cornerboartl Roofing SW Siding Color (Iniersfafe) (Environmental Sfoneworks� Mortar Color Color SWShake SW Scallop Color Siding Color SW Front Door Color Color Color SW Shutter Color SW Trim Color Color Color SW Wind —Color Color SW Column Color ack 7019 Gauntlet Gray brandywine on fron co squire gray 7006 extra white 1642 pavestone 1642 povenlone 7642 pavestone 6258 tri —black 1006 extra while 63581ncarn black 62581ricom black 7006 extra whire 1006 extra while 7006 exha white while 1006 expo white 7006 -ho while IC M0= 0000 ■■ heatherblend 6102 pUabello silYercresf re IeJJJdactan 6150 uneven 6150 univMal khtlki 6150 universal klwki 6150 universal kM1tlkl 2801 rookwood dark re[7W6 extra white 2801 rookwood darkrec 2801 rookwootl dark —,7006 extra white 7W6 extra while 7006 eMra while 7006 exhR white 1006 extra while 0 3C a Pt±-9— sg gathered wood 7743 mountain roatl sage an 7636 o g wh to 7745 muddled id-1 7745 muddid basil 1145 muddled basil 7033 brainstorm bhh— 7636 origami white 7033 bra nslorm bronze 1033 4rainstorm bronze 7636 origami wM1ile 7636 o hri white 76—fig.—hit. white 6C� ^ -- 0000 ■■ ■ heathelblend 61525uperlpr doze siivercrest bucks c— f—bble fan 6150 universalkhatl W24 curio Bray 0024oun4 gray 0024 tuna grog 6018 terra bran J5061oggia 6048 fens bran 6048 Cerro bun 75061oggia —61oggi0 75061oggiR white 6C ME 01M�EMMMEMEEMMM weafheredwpotl 7642 pavestone engllsh tudor b yzhad wedge fan 71...i. 7 515homezteadbrown7515ho mestea dbrown 1515homezteodbrown2846roycrottbonzen ,75061ogg10 2846 roYCrott bonze are 2846 roYttpft bronze pre J5061oggio 75061ogglo 75061oggia 7. ood 7039 viduallaupe sage ospenledge fan 7544fen1and an dyke bow 7041 van dykebrown 701—' dyke town 2838 Polished mahopor 7011 natural choice 2838 polished mahopar 2838 polishetl mahogar 7011 natural choice 7011 nOtur0l choice 7011 natural choire 9C ME® MMMME ■ ■ 14C ME eatheredwood 7011 natural cho 2C heolheMlend 60746 1,1ing gn 4c ME cashew d ospenledge fan rdboard d db a to ■ ■ greysfone shadow ledge elk ton 6150universal1hoh o0241161groy brondywine la 15061oggia 6o481erra bun RA�MM hexed wood 6123 baguette a g11sh ludo, 8C M ■ healhdrolend 75■dopr werere :r 6251 outersPace casf- 13C ■ treatherbleno 7040smokehause cgsflewood 14C M ■ heblend 6128tl1ond8 !ldbRltimoh, ireblack 16C 7006ex —h1fe brandywine _ Botheredwood 7a405mokehouse c d-dod I7C M ■ 6124 cardboard ■ 0024 cunograv ■ d04sfena bran ■ 6124 cardboard ■ 0024 curio 9roY ■ 7510 chateau brc ■ dlron 6141 softertan dlron 6174andiron 6I4l salter tan 6141softertan 6141zolfertan ■ MEWWA 6153 prof6ge bonze 7011 natural I.— 6153 prot6g6 bonze 6153 prof6g6 bronze 6150 uni -dot khaki 6150 untvesal khaki 6150 un —i khaki ■ MENEM 70201,1 —fiox 75061ogg1a 7020 blaakfox 7020 blackfox 75061oggia 15061ogglo 75061pggia MEMEMME tod 7- naturolcholce 6172 hardware 6172 hardware 1040 Smokehouse 1145 muddled basil 7011 naturalchoice ]145 muddled bard 7745 muddled basil 7011 - olcM1dce 1011 naturalchoica x11 naturalchdce NONE ■■ tan 6141sottorton 2841 weathered Shingle 6141sottertan 6141 —anon ]048 urbane bronze 6141softerton 7048 urbane b—1 7048 urbane bronze 6141sottertan 6141softertan 61416 ortan ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ran 0024 tuna gray 6165 connected gmy 0024 curio gray 0024 curio gip, 280111kwood darkred 6141SOHert11 2801 rookwood d1,i,h d2801rookwood darkred 6141soNertan 6141softerton 6141softertan ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ton 6124cadboard 6124cardboard 6124oardbaord 6124cardboard 6174ano— 6141softertan 6174andiron 6176ondimn 6141sotter.n 6141,ofierron 6141softertan MEMEMEMEMEM a 6119anf1quewhlte 2841 weathered shingl628dl weathered 5hingle2841 weathered shingle 28371 —d,owb MEMO 1006extr —te 2831aurcmbown ■ 283Jaurorobown 1006extrawhit9 7006extrawhite 7006ex1rawhite 7006 extra white 7006 extra white 7006 extra white 1006 extra while 6258 to <«n black giaci,white 6258 fncom block 6258 tricorn block ploc1 —hite glacier wM1ifa platter white 6124 cardboard 6124 cardboard ■0000 6124 cardboartl - 6174,111, n 6I4l softer fan 6174 andiron 0 617411611 IIIT,11,,t,n 614111flertan 6141 so11er1an MEN 75061oggia — 61ogg1b ■ ■ 75061oggia 75061oggia ■ ■ JO11 notural choice 1011 naturolchoice 6141 softertan 6141 rafter la No ■■ J5061oggiR I506loggia ]011 natural choice ]011 naNrol choice 6141sottertan 61415ofterton ■■ 6141 salter ran 6141 softertan 6141 softertan 6141 softertan ■ ■ 7006 extra white 1006 e%rro white 6141 zoftertan 61415offerlan 0 E SQUARE 1_ENNAR, DECK: 6000 SERIES STOOP: 6015 — 'AI OTHER: INDEX AI ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN 4 DETAILS A3 MAIN FLOOR PLAN 4 OPTIONS A4 UPPER FLOOR PLAN 4 OPTIONS AS SECTIONS A6 ELECTRICAL PLANS Al DETAILS Sl STRUCTURAL DETAILS 52 STRUCTURAL DETAILS 53 BRACED WALL DETAILS 54 BRACED WALL DETAILS SQUARE POCTAGES DECK: N/A SOFT. STOOP: 141 SOFT. OTHER: N/A SOFT. GARAGE: 150 SOFT. BASEMENT UNPIN, 1415 SOFT. BASEMENT FINISHED: 33 SOFT. MAIN FLOOR FINISHED: 1508 SOFT. UPPER FLOOR FINISHED: 1615 SOFT. TOTAL FINISHED: 3156 SOFT, XTEEfR10R NOTES SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES TO BE PER PLAN. REPLACE 1/2" BUILT -RITE SHEATHING WITH V2" O.S.B. SHEATHING BEHIND ALL VINYL AND LP BOARD 4 BATTEN AND / OR SHAKE SIDING. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORGH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECS. TRIM SIZED PER PLAN, SOME PLANS MAY INCLUDE COIL WRAPPED BAND BOARDS, INSTALL HOU5E WRAP AROUND ENTIRE HOME, SEE DETAIL 6/A5 FOR INSTRUCTIONS ON WRAPPING THE WINDOUIS ALL 6000 SERIES H01ME6 HAVE STD. 4 -6IDED ARCH. RUINDOW WRAP, FREIZE BOARD AND GABLE TREATMENT ON ALL SIDES PER PLAN) REFER TO SPECIFIC PLAN FOR DETAIL. Tcr ]KAremw m1 wc• wlsE .E.v [+etrwu� —TT— 1Al Ta.sx ea>sa�� °� wv traros%YC -ArE/ ADETAIL t O'rFLAP �' -C t L PJLY inter+ m'�u� B DETAIL i ENERGY CODE CATEGORY 1 HOUSE EA RIM OI T T. NTERIOR VAPOR BARRIER eEE DEteLL B/I '. 3. SEALED EXTERIOR ELECTRICAL BOXES amETS. v�cwrs, Aw WT—S '. 4. HOUSE WRAP ENTIRE NOVSE cI0.n RAP GABLES. OU oaaeeE 5. VENTED HOODS (TO EXTERIOR) 6. SEALED CCMBUSTION K. CE 1. =POWER VENT WATER HEATER TOi Ewr v�U9rt sl]EO Aeew�er ro CO vort s�E FIX N E O m 0 LF 1 rE - 11jj -- a m n FRONT ELEVATION TA PLATE ,�� OWN � � u�u N _ - a ..i = =moo =_uu= u REAR ELEVATION AI BCALE: VB'.I' -D 5ue� 5UBFL. OU:ND IT LOOKOUT ELEVATION � SIDE ELEVATION AI SCALE. VB^ . I'- D• ROOF VENT INSTALLATION NOTES: ` o ` �wns T,°�� reTnueD a�En e• mE. r In;u a�+.rs 1. 6i c® -3'o �� spx,T9 TO BE V• ks'� Aa w�E io areal w �a�oa+ceT� wns��s�E � xur ROOF PLANs�AW�TD��DED� eWwEA_ AI Sc4LE: I /e• = I'- D' rFls9.%IaLAV p'�c 6YerFt:e FGR 3B_ WALKOUT ELEVATION SIDE ELEVATION AI SCALE: va° . r- D^ 0 a m �m 0 0 0 z a p 1 1 1 p tt K K aZ 0 pU °n a a0 ~ QU ? O In = a oz mop O w O V V U U1FQ 7 ¢ ti� Q pOS] z wj0 W N �w �paar 0 mLI OLL V NQZ O Z z w J LIAR I 0 b � o °a w E I- a w w o 3 ¢ O a a LOT NO. 13 LOCK NO. ADDITION NO. PN: TITLE: ELEV SHEET: A 1 .2014 NIFE _ u�u N _ - a ..i = =moo =_uu= u I,I Eli u uu_ WALKOUT ELEVATION SIDE ELEVATION AI SCALE: va° . r- D^ 0 a m �m 0 0 0 z a p 1 1 1 p tt K K aZ 0 pU °n a a0 ~ QU ? O In = a oz mop O w O V V U U1FQ 7 ¢ ti� Q pOS] z wj0 W N �w �paar 0 mLI OLL V NQZ O Z z w J LIAR I 0 b � o °a w E I- a w w o 3 ¢ O a a LOT NO. 13 LOCK NO. ADDITION NO. PN: TITLE: ELEV SHEET: A 1 .2014 LENNAfR &000 SERIES 6014 - KENSINGTON 'A' - FG:-< i INDEX I A! ELr:-VArIGN5,. R----Jr —L-Af-,1 NC-5 A2 k7AVON Fi-AN a 43 MAM PLOOR FLAN A OMIGHS? A4 UPFER FLOOR M-AN A OMR�)Iq& 45 5.E4TIC"s ,� =-L=-:GrfbcAL FILAN5 Al : TAILS 51 STMX—IVRAL DETAILS 52 STRLIC—TUIRAL DETAIL$ 53 CAGED Ut4LI- DE-TAJL5 531P—tGED UALL PE7AIL5 EXT=6-RlOfR NOTEZ':;� S.'09,* 111ATEFOA-1.9 r-Cf-r%MTY SPECrPtCA-i kX,15L 57 ' ME5 TO ESE FER FL Allt =LACE I/?.' EMT -RITE &,4E.A7MM. UNT14 Vr OBa 51- =-AT"M-. ALL wNYL AND I P W� 4 P-Ar.FEN som. R TO CC4 Y-WJTN'!5.-EC;=ie--ATlZ" FOR 44-L FASCIA, ' =IT AND FVRGW CEILDAG iMTFFNWALG, MAMMALS 64::)M TO BE FIER, CCW4U4jTT SOIECS =D FFRF-AK $a'Z &Z MAY GL- CC4L -� D E5,611V WARD S. MT.�-- -Pk� ARA- AAhgUlr, ENTIRE SEE DETAIL 60A5 R7R. NS��T)C%4$ 4�t% 6P-ef'Fl>45 TI-E UJ2,VCJJE, ALL- &VOO $ER--- 6 9 VA � $TE), A A,.-a=LL 4 LOW" WIVP FROZE 50-e-R O 41JD C.AIN—E TI-ArlEllf- ON ALL 5ux-s M m-AW RU -ru 5IFSOL-k-, PLAN FvR GET&L- E -TIG RnKW YEW WiT, 4-- ArWM MM�� (2�4;,RCCF LCQorQJT ELEVATICNL D17A L t SEAL Dal r- a; TFI-mp S-. eam ,Mbe E--]-VW SL-Lk- C47�� FU..lr—E I OAS 117.ER %-5)1r Llx--J;rrE-jBR T -ON. a:,O= � EVATICN Ti r°r now qua F 'N' tl Oe S G- % Ki z z w .j /r,- 003 rte- v n z G - -" "10% 6L5zw-rqm &Ddl—wm *o- pu: Trim. UK* SHEEr,- A I WA --42F7. 5TCOF, 245 .qarr. orle'R WA &&FRAG—E- &An, aa--7. JB•SrP�nIT L*E:LL4- W-0 samr. Mr-MEMI: WA soF;T. —AW rLC;VR 1`1245�: WAS 50.--V. WW'E'R FLChCM- Mo TOTAL FPv394-FM YJ15 5O.-r- EXT=6-RlOfR NOTEZ':;� S.'09,* 111ATEFOA-1.9 r-Cf-r%MTY SPECrPtCA-i kX,15L 57 ' ME5 TO ESE FER FL Allt =LACE I/?.' EMT -RITE &,4E.A7MM. UNT14 Vr OBa 51- =-AT"M-. ALL wNYL AND I P W� 4 P-Ar.FEN som. R TO CC4 Y-WJTN'!5.-EC;=ie--ATlZ" FOR 44-L FASCIA, ' =IT AND FVRGW CEILDAG iMTFFNWALG, MAMMALS 64::)M TO BE FIER, CCW4U4jTT SOIECS =D FFRF-AK $a'Z &Z MAY GL- CC4L -� D E5,611V WARD S. MT.�-- -Pk� ARA- AAhgUlr, ENTIRE SEE DETAIL 60A5 R7R. NS��T)C%4$ 4�t% 6P-ef'Fl>45 TI-E UJ2,VCJJE, ALL- &VOO $ER--- 6 9 VA � $TE), A A,.-a=LL 4 LOW" WIVP FROZE 50-e-R O 41JD C.AIN—E TI-ArlEllf- ON ALL 5ux-s M m-AW RU -ru 5IFSOL-k-, PLAN FvR GET&L- E -TIG RnKW YEW WiT, 4-- ArWM MM�� (2�4;,RCCF LCQorQJT ELEVATICNL D17A L t SEAL Dal r- a; TFI-mp S-. eam ,Mbe E--]-VW SL-Lk- C47�� FU..lr—E I OAS 117.ER %-5)1r Llx--J;rrE-jBR T -ON. a:,O= � EVATICN Ti r°r now qua F 'N' tl Oe S G- % Ki z z w .j /r,- 003 rte- v n z G - -" "10% 6L5zw-rqm &Ddl—wm *o- pu: Trim. UK* SHEEr,- A I LENNAIR � 000 5ERIE5 6013 - CLEAFRUIATER W - CRAFT5NAN INDEX Al EL.EVATPGN5, ELAN. NOTE& A2 FOLWDATIC+N FLA'4 4 DETAILS A3 'IAN FLOOR FI-A?4 4 t7pT %X46 A4 OFf R FLT FLAX -1 CP=MIIN5 A51 SECTI(71* ea R..�. -- A& ELECTRICAL FILMS $1 STFWCTLK L DETAILS ? 52 E?Tf;B -TL+ I- DETAIL -5 3 w'3 !'ED WALL D TAIL& rr 4 E ED �! L DETALS TaL s�L 8 U E F T E W4 5ar -T, W5 sclo—IT. WA P BriS°iB"Ef iS+Pd`I: i fiz ucJw". r � FLOOR F"kS+-=- nba sic— is 'PER T-LOOR 4W6L 0_ i?33 J Wee !'O'A:. 'e11a41Es�. -- 3L_.. 2.3-3 EXTEIRlOfR NOTE& &Cll s MATERIALS Fes ° IC.4T0%S_ S= 5T `.'LE5 rO i5E PER rLAN A(- 1,42" f5ULr -RV= &:—aA 144P$ WSTM X 7_ 9. 51JEAT44 M =cc . TO e_-DM'%.N- 5PSCFlCATk7ti,5 FOR ALL F WLd. SOFFIT AND .-C—d -" CE;LWs tlATEIP-5US. -- P+T1ATERIGL 5` N rOM PER CC " 'WnY 5? L-C9SL I S~'ZED PER FLAK Sal-Ec FA- At* -KAY I-JL-LLrE CORL E ,mac -P a11.� itF 'c. ��EE D 'T1.LL 6116 GaHLE TF¢+iT`€MT orr ALL 51PE5 PLAN ECG Dr`TA9_. IL-VT 0-A ZL -x.5 L:Erd� 3 per c c:.- N_ne:izY a - .1. 1 r, .+a Gov- �s-a�anwm,werr ra.Y.u. vtv� a qaw- :er�ar a�raa'�w4ruae�.aos =aeew �.e•���{ .1,,�, cww mer. �ra�m�ar�� vase a�rrmu. i �a°✓4%L i Lfi�1C � }��aaar��FF P+60. %9'J22??A.1��O.Y�Vi :�`• °# .T-C. r �4Q �tfSV 4gelV lIBPN "e41i61CV e S �iAi T1.A L MALE F-- 1 W-aOM IWO. LW.Fbt << LA'S r7 P t ;=AR ELEVATION LOCK00 ELEVATION ,f -- 1 WALICC -- ELEVAT ICI VA— ofo - - - 4 } } �z 0 4 11U 44 Z O - =a Al;o "n, 0 iol 0 m r4 L� � r d ¢ F u - � 9 4 i 3 LW Ink ELM, La Ch:41 MS1 4m rm. TT F: _LE. Al 014 LENNAR 6Z�W SERIES 6012 - BLAKELY 'A' - FARMWMSE INDEX Al ELEVATKA45, ROOF Pl--W KOTES 42 RANDATION PLAN 4 DETAILS A3 PIAW a e 1 N-OOR Pi-A45 A4 SGT?-W5 AB F-l-Er-TRICAL PLANS 419P DETAILS r2l 5TFa;GTL0RAL. DETAILS &2 5TRn--TURAL. DETAILS 53 ENRAGED WALL CP---TAIL5 54 efZ4CED WALL DETAILS WO WFT. MW SGF- G UNr-*L- W56 &:;!F-. EASM-M4T FJNMW-P-. WA 50)- I,%& N FLOOR �F C7. 6-70 SPFT w1flm puc� F�- LW4 6OFT TOTAL T-*W4 HED-- EXTERIOR NOT"5 Sn*ir. MA-EFa4-1-5 FER CZXllA".rr Scf'Ey�-&CATVI*. 60*45 Srr,ES -io ew-- F R =LAO-L REFI-4.CE Le2' HALT-M-M 5WAT44e4G UNT94 W OZ125, 5-- ATWUJ-� BEE-1-ND ALL V.W- AKV LP BOARD 4 MAr-MK AND I GR.. SrfA<E 154ow- r—,-VQ TO CC-T-wMTY S—ECIFICATKWS FOR ALL FACCIA t-ND F-Gia 34 CEALW� HATEFM4LS. ALL WZM t'tATEMAJ-9 -E&COUN TO BE PER CCXMNI-I'r &--EGS TFM $JZED PER PLA* SCME PLAM5 JlAY rW--L LC.-- C4aL- FC) BAND sol•z2rll&. 4GUBE -R4F AFaCUtD EXTIRE WX-V-; 5--E PET&L WA4 ;:M N&T+-d9CTP-N5 ON U)RAFFNJ,* TIC UPSOCIL* AL4- 60 dE5 FiC S ;4AVE STD. 4 -S M ARCV- f 0 %C>CW UMW. FROM BOARD ANP GABLE INZATMENT ON ALL SDES PER PLM FUO ER TO SP ETC rrkZ PLAN FCR DErA!L- jor- D.TAJL (my -- ,— EX-T NG TtOCR 51 M zcvl pjmq Ilm /-t'\ FIRCAN T E: =- V A T 1� ON, !!j �- - �1.- :5 l G, E EL a', / z, ON ah Yx Ll; 3t z z w J / -Odj MAR 11 r-4 %b:CF WE U4-LATWH NCM..; i. 'u ITT iY1 rs-\.;RCCF -L4N FW TT-Lf- ElL� A 1 ION. 121 Z.ao-n i9l : F. ah Yx Ll; 3t z z w J / -Odj MAR 11 r-4 %b:CF WE U4-LATWH NCM..; i. 'u ITT iY1 rs-\.;RCCF -L4N FW TT-Lf- ElL� A 1 ION. LENNAFR 4ZOO 5Ee'2JEE? - 4 SIDED ARCHITEC.TLRE 4 ✓I-1 - BMST ]L 'A' - FARPIWOU5F u 14 R E I I IDEX Al ELEYA7104 , WN P°LAK, NOTE$ A7 FOL24DA7%ON fl-AN 4 DETAILS Ai33 C1L4kP VLCCSR FLAW it OFITIONe A4 R rLOOR PLIM i Cad I 45 CEG71G S 491- ELECTW;AL. Ft-ANu .+ i DETAILS 5' e- liar—T tL i7ETAtLF2 52 45TRJC7WR L VETAU -5 :53 BRAD UJALL DETAft-5 5< BRACED IL't'LL DETAI'_5 u 14 R E ` 0 0T A cq E y CK- WA 5Ghi'T• I OTWIRR, WA SGI". aAP- ra r &41 5Gir^T, Scr'SFhI; I,ls -w! In - -a-rT, FNfSLE -D: IEY1 - .42f4. M4N FLGIF.RF24'- 33-'P -D: 1:C9 4F-FIFER - CX7 PZ 3A:s R. n-a aaj . T -C;TAL F^ic.sl D: 32ba EXTERICR NOTES SOM MATERIALS +'re -R G°...t-r TY PEaGte'{„}L'i'i7RI'a. 6TS"Ls Fi-Aq R-'-FLA ^ "r: • EUJI„T -RITE 54-E6T UVR L2` Ga.58. 5i,F4T:+Tii 5� ALL VNYP- A4' Lf• F.CARD 4 34TT=1,' ^ ZCs* !CR5WAKE 5!DTSL,. AL3"9TO ZI F.:9 -'IA 4 SOFFIT GN AL-L vi 5 OF W-q e, 6"-ES PCFX 14 CEILM ALL TAI HATEWALS SWCXN TO a-- F'-SR SPECS- TRM SIZED FM F tAl1 FFJ2 rt-M All' ' : ZV �ITY ^vc ==fFI. ATh74 IONLYI URAP AIL %V'rVj5 AT WD155 s aeEjW 0;Y IC IZ :7i TR" "TALL F�- UWAP ARM + - -NTIRE 14Ct-E, SEE G`TAs- a"aYA5 .%5TAV- -TIO%5 ON 41PULFPTti15 TA-E U134D 7 M � 4 7 VV'AIL 'E'4EWxY C'rv47�E �ATEiG�e'o•' I F =C1i�� .a.3< -sir �3 erLt.6ai�f� WA-EW STONE /:,- 'i5 -U= EI ;; r-/ .T'C, -\ _I 4Ci -4 FE v" h hr� h � b I y I r 4�. 3Fy t ¢ 6g o C naYj iu ? n p P ELI Q. m Q 'L TiA� FE v" I I i 4 r.,^acrO u nsC=,e C naYj TiA� 4 .LAS _ o3 ib _ -r F-1 a % f.a r.a•I p� �� I ��'I �y�y�r luT.yL La.TS�+i 7+�i�ES- -- ��.smetes�s�ie.:. -vs�ra evmsr LC�GKGUT ELEVATION w9G8'i N! s 1g 6�9 WAA L KOUT Q E'VA T I ON 6� F� c A4 f m W r � l v} p y V Y C Y p a o L15T M3. IYI: xx 1M;,:. F1W TFTLE. nITY 544-- h T LE`�NAR R ,IRS gx p� 4 40-00 SERIES - 4 :5iQ'ED ARG441TEGTURE -- - -F- a A 01.5 - &4ELL;W-3 'A' - COTTAGE _ _ __ — . s w.7 SFiL i 'q M N � IN EX - r" 1 II v �• i �-SSp°Za I - II Al ELEYATIC7h".^a. ROOF PLedf°i. r+OTES F A L N D=7AIL5 A? CA'L A11 MAN FLT F'LA.%4 i OPT"SIS Ad OF i 3R F-Lc -LAN t CI TIG�l* A5 3rGTICx Tm. - -- - - -- '• W .. 46* ELEGTSZIGA`' °L.&k%S' - f Al C- iSlLtai ' as z 54 BR-4C rC ,UALL - AOTAGES it ��" iI""If 1F""I"I 1H"I""EE iHi" - - GSG aats - _ I ®1__I__I., ®� LL11 --I- -f ■� ' r s _ - Sopr _ -_ I r- ra.ert :ad3�L^aT. I - i�,y --� FJ.4.�= i"F�df .ST�rC'i;. woo - - ' - F] 711-J. FI FI ❑ L_-..I EXIE] - .3'ti^ Y-&' '1'•O' #' B35ri'�kT `*IY?�iECe WA MAN FL Fes_ I _ - -- - -- I ❑El D FIF-111FIE10 ®I - . v€xr MaT SL,1T]91I9flC IE wmfr -.; Q r`1. Gc*zr*AWED, %150 &94-7 -- - r -.a r .ci aca x=ss aez xs+.ua�cr�rwac +a°.us vn.ra ST gE . =--- ate, aexe>cs TOTAL FP I '.+i2 SGF °. x r�oeoux v wo .wa -w rasa gooxl moe e L AN EXTERIOR NOTE"3 ��!HaOGS �. t.E��E ':v P! #4Vt•41,f6 ®rc�s'� {was .sx: xsrxx>ar,w., 5 MA`TF- 441-5 CVVrLWrTY 5- ECF'aTIGF•26 Ssrl_E FUR FLAN w FEFI,dCE V2- BUILT -FATE 5ME4T14M e.TTH ud' VSP- Afi BE.PLIO ALL VINYL AND LF S I BATTEN AND 1 CR 6a44KE CittiCz Ad_V`+ l%" FA.$C.L4 15OFF! ON A"- 61DEPS OF ALL iRrll IIATBFU_.-+'LS as-Y: N TO OE �5L2 C_or. kNITY M. 5f--C 5. T� STMED F� F? .�.tr d 51DED J eTEC-?"LjeE CXILY_ -NAP .nLL UW -DOUG A'r S . a A 1 0 IQE5 a -;EdTI L TRQ— �rZ F l-AT , lw w COn'ti9 TY SPE�,F "T!G!s"?- O xg s .'.�T,dLL 4kGJaE 'eF.F°,6* i5 .:4V - G'�' ?1F�- !-�- . LEE 7ETTaiIL I LV � I WAA FOR w*TkjCMC1'4'$ OK TPE $ ' I Tit FlC_V j j - T `. SIr--E ELEV.. -1 1I r ELPVATCN T,�f--ATF -Z 0. Ft-a!m T12 q'JATE 4 AM o. a.. DETA't r1t GETAhL y < ; r sa.�rx.Len I. ED LM Iv}. RE '•- r9xrFD r.�: Fx "!'oiq. t, fi€P'!T14FI Mme. a. — �>R =LE' ✓: TFGI I'e'sLC^JT EL= ' °IuT. LYG43. xT �a -S [i - - s C 6".AL. :!'. re_ �• �illm &L�Il7R Q "dam. TL Al 14 h= 4000 SERIES - 4 EPIDED ARC411TECTURE 4014 LVA!5H5UF 'A' - FOLK 6atr's �L° Lsp Sea3 4 5c.tr I 6 - INDEX r d47I`°'TI i S u u+ rm o n c a s A! ELEVA74'J45, WOOF PLGS+I, NOTES A3 rN FLOOR FLAN a OTIG+45 A4 UPPER FLOOR FLAN , ClITIGNE, \ A5 SEGI:JNS I r I L °� ELECTRICAL MANS Al DETAILLS Lim O z 51 S3 R1JCTUFAL DETAIL$ i Fm 5Tr2UGTUQAL C>`3AIL5 ' SWC.ED WALL DETA7LIL5 Ef;ZAGE7 WALL DETAIL$ a 7 oL -,mta_ SQUARE S ;, r rte• F. n �� cat , WA S a- '�+t'.fCc: E.38 �vi:T.` i - - ❑�LJ�❑� - ❑❑❑ aW'S.� .�EKT 4eFIC WO.rS 5X--T. - 54-55--34T F*4t5W�G W _3Car-T, �G�GF "SGT �T� o�rrs.xa�� r4_ - -- _ I •�L.LL9 ❑���LJ.:�..- �LJ❑ ire ®sr�+n 7"n+17-0 FLOOR T11:�F�? W� Br]a`T. -- - -_ _ _ a �icWCsar�vrsz� .c+�o..zm.��cnsar t�..� I�jI p1C�I'. jJ�' Ij�II II'II oara,RV+®c ncss wo-.rG saw. -vr �a.v +'"FE4 MLLT"R FP# I3: 1836 ��.P A. .. '. II ❑ EIN�F�I ❑ - F L—J I�J 79TA-1 pwk" 3 332t 50--T EXT1 NOTE peIT�L=r:i7i -,a S- r+L4G- MATERIALS- FUR CiOM NTTY 5FE!GaFKATKAgs STY-LEPER PLAJL REFP ACF V3" BU"L..T -RITC 5l- . T4J'W- U-V" V2' Q.SFi 'SATku,k. E-=44 '€? ALL YNYL 4ND ALP E!?ARD 4 34T7EN .CI" � FA ---IA A °5�14'F' r (7*4 Al 1 v C,T^ Fes. +4LL TFMf M41EMALS 5F' TO 5E PER ,F17T ace s err„° ePEC'a. I,r.'" SUED PER M-WIL +N AND .�`.]Mi.A°TY S�GPaOiT10Cti�f.1N6TI ®'. o fL j +] =+L! U"26 ei6 .11T 51Dbt3 1 REAR a= Fes. G'F +RE'7 $ - -® f�f'i Lr n r,6ra1LL :Ji71 a 1L'A.B.° ARWM ENUIRE I..w.,I'r�. SL•E DETAL 66&5 FOR P t'S rFarTI0MG ACM L.°ZaF12941._ THE W94DCWS� c� - m n �aca- - UEEII IF „�. ar- arnc..s.l.oc�c -s EIFEED MEIBEF Lair w. wYdXW 6�5. �Y+eJS� 5. wgrr� uG4G5 I �3 clrt��+�� rw• -.R7f �TGV mr7_ AT 3G- r' - €- =` I-W ea'� L. G''}' ..� _ -3E. L �• :w .v �. -.�r. ,iRC. I L.r . • •- UL�L EL� °�rfF".r si-ry r 1 14 LENNAR 4000 6EIRIE5 - d :51DED ARCHITECTURE 4013 - KELLOGG 'A' - COTTAGE INIDEX Al 'ELEVA-1 5, ROOF F'-,:"_N %AD-i ES A2 9OWDATION PLAN 4 FE-14LLw AIN -UWN F.LooR FM-.&,kr 4 CFT!GN,:-; AA R. FLOOR FtAH t GPT, !C',-a A5, SECT CQ'6 A6 ELECTRICAL FIANS A-T DETAELS :51 STF;aXTLWZ4L VETAILS 52 57P- TURAL DETALS- 53 ELRAG EID UIAL L. PET - & 5-, FACED WALL D---TAiL'-- 53 oc3-: F" SQFT, WA ePFT ;&th VIF21L ---12 UA--Er;--.r xz,4lSw_E;'. VA SoPr MAN fLl�; #2 FiN 1512 5a". UPPER FLOCIZ PP4&,eE7-. Sf,5 &:P," "TAL F*4K-+WEDI 1:51 &2" EXTERIOR NOTE5 scq% KIA70RULL-s CZtT'LNITY Sf'ECF7r-ATIGRI*. 5ME F=-R PLAN REPLACE La* EN tL-. -RITE 244EATW�I y U IIU UV 053. 5T--EAT6W4-- EEWND 413 V%TL AND LF, BOARD 4 DATTEN AMD 0 OR -9444KE AL"4WI FASCLA A SOM-ri CN ALL SMeO OF HOME, HcLuo,Es FcRc;a cEtLw, ALL WiFag-I MATERLALS S40uN To P-E FER c4vrL-tMT-r TRIM V= PER PLAN Cf-a-Y, UAZ4P ALL NUNEXAZ Msili RE4R OF 4'a"7P� t5V TRE I =EER ffLAN AMD CC"-UNITY S---E--F"Mb6 316T1+LI- -P-A- AROUqD ENVC� $E.- = Ag- EUA4 FOR D45-.FPLCTKNS, ON IR949-Wr THE WgtDCXLG 19 ice_ E%Evar.y CAIIIVE LATE C I N�VR�*q VAPC a sec c 444 01) PETAIL @ =.'.;R,-t4T ELEVA-FON ri"S 51DE� E-EV4VCN \�v � I. - - F! 5=CF VEW 2:STA1.LATiO14 MOIE&- R✓CF izi 4-,,c L -1-<CiT =-LEVATrGN 17,21 - U, ,4 F OT F*a AL =K No. Aoor=i% Mo. ;;w ELEY AI 227 .1 192 F! 5=CF VEW 2:STA1.LATiO14 MOIE&- R✓CF izi 4-,,c L -1-<CiT =-LEVATrGN 17,21 - U, ,4 F OT F*a AL =K No. Aoor=i% Mo. ;;w ELEY AI LENNAIR SM =.000 5ERlE5 — 4 SIDED AFY--PITECTUeRE 4013 — KELLY 'A4' — GOTTASE ED E ELE4'ATIGNS, ROOF fl-AR NOTE -6 FGtbNDA-TXA FLAN a GETAF`5 A3 MAN =LOCR PLAN a G>F-'-' IGN5 IIIIIIF .44 u R FLOOR F'L AN 4 OFMONS SrEG'FOPJS 'A& EL =CTRL F'LAMa - _ -- 3"I DETAILS ME SI 5TSIJ!�, i RJOAL D=.TA1L!5 52 ST"caXT61R::L DE -IAILS t 53 E RACED WALL DETAILS - 94 e r-EE-D ILV-LL DEMLS sl , i _ s f WA 5'c7C7F'.: M 5ar'T_ OT6t WA sCFr- �. aI :ice- S-u ZQrr, 3. WA $QFT- TV EXTERIOR NOTIE5 c D 2,C i ATERIALS P G1iJh1'9,?d FT':' 5PEGFTCAT , 5-71-ZE E M-AJ . RSMACE Imo` BUILT -RtTE V EaL"LM4� * NTH 43. 0-Sa MNLSD ALL WWTL MD LFI 50ARD i aAFrY :5.'p W-- jX- FA.9C14 a ".fir;-r[T ON ALL SID." 0:- IIiCLU8r>F5 PC RC' 4 CtLLWs ALL TF31r'S MATERI4L5 5..'i7l N To M- PER c4tT .NITY 'S_ 48231 SI. BED 'F°ER FtA.I'+I ALL MCOM Ar 5k E5 t RE4R OF HOS-E I11F TOM I TfsL "OJ5E MAP AROWD MgrJC. CZE VCM SL 'pETAIL 5 ?.15 =C-,R rNS•TRYTI', -25 CK Ii6%t".TIP9'iG- Tdg � d., VCIRIP_ in EDIETAP- EN' --QGY CCEB L5E.- a L-3 IV4EA 1"ihLr]'EX SE�3R.= L�:!K�8L 6G -'fE± 9G1k;m 1 B "urea 3 vlDPE ELEV4TION f� 1 E 4 F L LE u^ T !' .LEI FbPOF YOdT e'i5TALL -i9MP40 —=ter` 2 b f� i �1♦ L_OrKOJ— E'_E, /ATI.ON 1 — W r. W FL A N d ri ri a � v _ cs 9 c`• z .au �r O of Y� cps4p t F u -4ru 10, n edouu 2 2 r. c v u M;! cSzua o x "' z z w J WALiKCY,;T ELEVA:TI0�4 Aid 17 q P ry �]l1 4 x e g k c p 4 4 a 3 r a a a rn p-_ AD WIN:i1 II- . SM -91 ME IIIIIIF r M ME Man e _ L_OrKOJ— E'_E, /ATI.ON 1 — W r. W FL A N d ri ri a � v _ cs 9 c`• z .au �r O of Y� cps4p t F u -4ru 10, n edouu 2 2 r. c v u M;! cSzua o x "' z z w J WALiKCY,;T ELEVA:TI0�4 Aid 17 q P ry �]l1 4 x e g k c p 4 4 a 3 r a a a rn p-_ AD WIN:i1 II- . L E 1 1 I I n a•s r M � 5 SY fi 2 r ° 4000 SERIE5 - 4 :56QEP 414 HITECTUREEE -- 4014 - aHOJ- 'C4" - C FT dJ ° IEDEX Ip, .. 3. n n n !! I o a c c AI ELEYATIO`+IS, 3;z 3 F LAN, NG'TE5 - -- A2 FCLNDAThDN FLAN i CETAIL A3 MAN FLCCR PLAN I OFITK3,15 i A5 eEGTZN5 l.1 II i i, I ep_ A6 TRIC+L 'L a o � /~ , x ; y Al I)ET 5IL5 5 ;a 51 f7t g. 7 L r, Ft 51 c m S7RUOTUR+9L DSTAdLS — _1 r I ___. - - - -- — . 5,2 STF ICTUP-4L P- -TAIL$ ; tin : L� —I II RD' F, t 53 BRACE-D. WALL DETAILS 9 I ar aR:3GE� li "ALL. CAE- f.41LS • _ �` � L _ I ` 'wo a 71 - �4 PL -_ r I •I• I R. ' I �(CF 53340 _J. ry i 22 !ti A_ J Ab DSM WA so", 0 p } 711-- I11- - ■,yID� _ �a�T�I 'Frr 71�'I1��'�t� 1p�1� I�{ ' p - i 3 1.,. E*� S�� 2_ id, LLJii! - ��a_LLiW ® ®LJ _ ®�� ~�T _ -s �� -n_J �- J � 1 G?T-EFZ` WA 9GLFT. �pxp YYY 'jfII��'' '��'`` - GAF+�hC�: al .�T. O. :. _ O7J _ - ❑ JUT 11 ❑ - ❑ WA SaVi ODD FIDEFIF-1110 MAN r- Ch:''R F1s0E -��- 4434 T. rn '17'11J{III���I IIIj � - � II I _ saC7�:7F 48rr 1%ST�iLL•rSrbN MDSE ��J IJ U ®��L_.� ❑❑ - ! _! ®LJ r's�+�svx+�..sm onsraca.a�.vxom. 1.42 Fi OGi2 FaA.y.�:?- IQ+dC.dFT. T47.FR'+'� _ T 4..ti.c ca Vca.c. TOTAL 3313 Sca.Fi_ _ 6��1..+ �I Ndi �'C4�d RAT ESai!'?l.Ytl3 i�8CY L�3®¢Wia� �'C! �? ilpl V!@yC SC2 iLA+�94'S. 8T � Sal S T I R NOTES G-U h 471-= �S FUR GC,X'^T^ NHY 5'FEGF3rE7 #5. 5 YLE PER FLAINIL .•- -AO--E. W' EXHLF -RITE 54-E4TWvWZ FRTM IF3` C?5 O&EA7L*W- 047=FJRg7 ALL %INYL All. L.F' WARP a EkAT—E+4- AMDi + OR B -SCE" $.r'IDW- ALtPW.N FASCIA A 5OORT ON . %L? E4[)ES OF WaE. f wL1'GE5 F-Owmow G -;Lm d ALL -;FY'' MATER US ��&API44 TO E'E FUR' $==-C 5. TOM e4ZED X32 PLAf, ea F- .7 cIF ,aTWN5 CNiYi i �j f .JCt? dAL.L UOfX 5 AT 5IaPa J FEAR OF 4 VI 9__ W TRY'S 8' � ® � ® Ba � � Mti � F 6 •Iyl i41FLALL FK.7I.r._ 1ZdP .'- RGLbV MF d- 7Cd•'+E_ SEE PETAL e Q ° vra = ta.r��st. 1=4 510E ELEI,/,4 T'G I 7. won CP R 4i� F•i .gib $� /��' 5al� _ -L Sad+xY ,y,i 'A „ EREFBr.� CODE ME] v I n_ v7 1 1 VOUSE Lill ffIR `EF#7R S' SAS _ LOT KC. v4 tangy. �.o �ro€s SWUM SOP" M7 = alE7 B +•_� Wkm-A flCFitT^�'F,' _ - _- dlfi�TIGX %71. ELEV4T.0 4 lGKGi1T E L = iL °4 LKtL1T =L = VAT 1 TILE; �I, IIt1'y J I LENNAIR 4 SERIES 4V5 - SNELLI a 'D4` - FOLK -- MDE X AI EL--VATrCN& ROOF FLAN, N{JTc . 42 Fa-NVATk:; t FLAN 4 DET.AIs 5 .43 MAIN I-C-OR PLAN r OPT «'N5 A4 UPPER FLT PLAN j C P1KN5 4's SECTIGH5 Ab ELECTR CG Pi 4N3 Al DETAILS W STfaJ --T tRAL. DETL1LS 52 5TRUr—TiMAL U- =7411 -5 S3 BRACED U.W'_L DETA1-5 54 BRACED WALL DETALS A 6ctAIL \q1 J WA w e 15 rr 7-0,S . TM'. LAP W--Pr •Ewe: G. s x I:tr rpa'�' 4• F -rc + '`y SIDE ELEVATFIGN a i i A`A - P li d I LU It J 4 l LL E GK:. W,% %. - aawoo. a rob3s •aecarao.a�r.a.r.�.e.o..m mse¢.ry gei�a i.T -a, 5a7FT. R i vM.m lne+.vlalex .m.a e.auz ea.4o�r WA -Sa". 3 8a8 am". MAMA cW L2,F +!_ *00 so". BASEr ", FPOSatt---�.. WA 5c7r-T: n MANFICCRF S -eJ: ezmo:6 FT. tao.5�et t, R PLC Phi _ - '3:da TOTi AL FVAS&4=l : ?Lm` •AFT. EXTERIOR NOT &00,K3 F'lRTIW"c LS °E-R C`^Ilry 5f'EC- r- .ruA.15nW5 51Y.LE FtiR F'—dlt C.F_f -UU, -E VZ' S P1- 7, -MT.E MATH W2' 05$. SWA11 -It-r EE•;WWD ALL %,*ffL ANV LP BOARD + BATTEN AMU f OR 5+14KE 5e LMYi ALLPU "FASCIA I WF T ON ALL SIDES IQF 40 N:LUDES Fes+; CZIL:r-G ALL TP&M PSATEF'.AL $ SIN TO BE Pr 12 1Nl TY SFEG'S. rerr -E� Tt,} PER Fl A F2'PLsti`1.AND C.. �7;' TA3VTTY� -.°FiCIFI�ITF."�7.,.- €9VLY: =F .s�L UI PIU ;J5 AT 5!CE5 + PRE'uR OE 147I -E MW TFFI` .STALL MPL„E UKAP A CIE k+QPF.E. 5EE I3ETAIL &:AS PCR rNSrFRUrT1a1t5 CN PPM- I.V45 I: UCKMS A 6ctAIL \q1 J WA w e 15 rr 7-0,S . TM'. LAP W--Pr •Ewe: G. s x I:tr rpa'�' 4• F -rc + '`y SIDE ELEVATFIGN a i i A`A - P li d I LU It J 4 l SIDE ELE' ATJOO. 4m r� e� �4 u a� u kz 1- „r a `aZF' o wv? U cE alr< 4 343 � 2 .13'3 p TM�g n z z W J V - — XXNE l 11[igF iRtP —} S Vim.. e�.z L;�IY1 �eTr,atGWJ 4_ IIJ.ALKCQ __- - b r� F w S I� 1 � s a � w 3 � � a o LCT hK. Mme' r�C!x W, PM- W E: ELEW s++ES A 1 5aLR7P '.F'+r W57'+14.5 �'.sF'�1 IJOR V: aawoo. a rob3s •aecarao.a�r.a.r.�.e.o..m mse¢.ry gei�a i vM.m lne+.vlalex .m.a e.auz ea.4o�r 3 SIDE ELE' ATJOO. 4m r� e� �4 u a� u kz 1- „r a `aZF' o wv? U cE alr< 4 343 � 2 .13'3 p TM�g n z z W J V - — XXNE l 11[igF iRtP —} S Vim.. e�.z L;�IY1 �eTr,atGWJ 4_ IIJ.ALKCQ __- - b r� F w S I� 1 � s a � w 3 � � a o LCT hK. Mme' r�C!x W, PM- W E: ELEW s++ES A 1 LENNAR AZIM SET21E5 - 4 SEDED , RC441TEGTUR —E 4011 - 5R%TCX T4` INDEX 41 El- +VATIGII S, R +F =1-, W NO`Ir. A? F{7LINIDAT•'.:N F9 AN -1 DETAI_5 1-3 MAN FLOOR FILAN t OF IM5 4.4 LP�FER =_vR FLAN I OFMCN5 {] Wit- wl e_ +wi . 46 _ — - 'PLANIy o7 r':;F„iG L,I L DETA 5 52 - �XTURAL DETA'L5 53 GI=D IL'ALL DETAIr5 $4 BRACED Uk ,L L DETAIL5 EXTERIOR NOTES Sf•PWr. MA.TEMALS f'ERCGl�ITY GFC4TW24& 5r,LE ER F=L411 IZEFLAr-E 12' WLT-FUTE 6WAi�W* WIFk I'jr 0,5 F2. j4E'.d•rWNG BE44M ALL VTM LT: BOARD a T3rf.1TEY4 AhD i OR SKUM SI Pi __!SIAAf i F.'S& —JA 1 &.)1- C]hR AU 51Re3 -4JF e kXS& PORG1A GEILWB aLL M";MATEMAL5 5+ MIN 70 BE PER G S•.°TT' SPE". 11421 slaty PER MAR 9 MLAN A'Z? GG7P^7'Wrry $fZQFlQATkT,5 ' _ 7..�ice AL SP4DCM AT SCES t arc AR GF F� -P rF&I INSTALL WOME UR+SF ATaCU D ENTME `X -A'E, SEE VE~ AIL DETAIL r f arm._ TV OETA- GATM RY I L-ou cz L5e.L --Km. f �LL .Inl Su*Y �rf 56EI.FL+Sw:Q L=' +'A=BC -t S =u+*4 arm -gsacp i fLi_�°c L'S85F EtJi"c 4]ti RRmiTdi 1�.S�.Y¢a L�.g - k C4,-M.X34 r- Fo', ;.� ELI =--V ION _S;r--E ELEVATION A i C I I r -r F LAN i J fl m. F POF wS4T mSTSY."MN MYrE& e rs r�snmsaee sme�- ..�arct..r�r..saerr �vnn *x dvs+ �r +ova ��.a�.�cra.wca� sv�r REAR ELG'-VAT GN `¢ SRQE ALE � R fi rt W3nTFS mo E� .y� C+ � s g s- a �uO VLI uw�c 3� -r c aox�; a?�U4 �3� p x� / i a w � fl •- G - � O V u � C � LDF AV. Ei51 -d "%r. z K, TTnF -, Luv 2014 5TH '434 s•.F-s, izWE6 WA SFr. {] Wit- wl e_ +wi . BA-----.ENT I W44-- IGI sop-, ?ir:7+. R-QC R F6N*S -cD. Ulm SGiT. R.00Q R+II -° EG: Tryt E&----T, T AL Pj4t5 Er_. W47 5 .. EXTERIOR NOTES Sf•PWr. MA.TEMALS f'ERCGl�ITY GFC4TW24& 5r,LE ER F=L411 IZEFLAr-E 12' WLT-FUTE 6WAi�W* WIFk I'jr 0,5 F2. j4E'.d•rWNG BE44M ALL VTM LT: BOARD a T3rf.1TEY4 AhD i OR SKUM SI Pi __!SIAAf i F.'S& —JA 1 &.)1- C]hR AU 51Re3 -4JF e kXS& PORG1A GEILWB aLL M";MATEMAL5 5+ MIN 70 BE PER G S•.°TT' SPE". 11421 slaty PER MAR 9 MLAN A'Z? GG7P^7'Wrry $fZQFlQATkT,5 ' _ 7..�ice AL SP4DCM AT SCES t arc AR GF F� -P rF&I INSTALL WOME UR+SF ATaCU D ENTME `X -A'E, SEE VE~ AIL DETAIL r f arm._ TV OETA- GATM RY I L-ou cz L5e.L --Km. f �LL .Inl Su*Y �rf 56EI.FL+Sw:Q L=' +'A=BC -t S =u+*4 arm -gsacp i fLi_�°c L'S85F EtJi"c 4]ti RRmiTdi 1�.S�.Y¢a L�.g - k C4,-M.X34 r- Fo', ;.� ELI =--V ION _S;r--E ELEVATION A i C I I r -r F LAN i J fl m. F POF wS4T mSTSY."MN MYrE& e rs r�snmsaee sme�- ..�arct..r�r..saerr �vnn *x dvs+ �r +ova ��.a�.�cra.wca� sv�r REAR ELG'-VAT GN `¢ SRQE ALE � R fi rt W3nTFS mo E� .y� C+ � s g s- a �uO VLI uw�c 3� -r c aox�; a?�U4 �3� p x� / i a w � fl •- G - � O V u � C � LDF AV. Ei51 -d "%r. z K, TTnF -, Luv 2014 L NNAR NEXT -GEN SERIES N602 - EVOLUTION 'A' - DUTCI-I COLONIAL SQUARE FOOTACTE& STOOP: INDEX AI ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN e DETAILS A3 MAIN FLOOR PLAN 4 OPTIONS A4 SECTIONS A5 ELECTRICAL PLANS Ai& DETAILS SI STRUCTURAL DETAILS 62 STRUCTURAL DETAILS 63 BRACED WALL DETAILS 54 BRACED WALL DETAILS SQUARE FOOTACTE& STOOP: 220 SQ. FT. GARAGE: 663 50. FT. BASEMENT UNFINISHED: 2,458 SQ. FT. BASEMENT FINISHED: 20 SQ. FT. MAIN FLOOR FINISHED: 2015 SQ. FT. NEXT -GEN SUITE FINISHED: 463 / 486 SQ. FT. TOTAL MAIN FLOOR FINISHED: 2,415 / 2,501 SQ. FT. UPPER FLOOR FINISHED: N/A SQ. FT. TOTAL FINISHED: 2,498 / 2,521 SQ. FT. EXTERIOR NOTES SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PER PLAN. REPLACE 112" BUILT -RITE SHEATHING WITH 112" O.S.B. SHEATHING BEHIND ALL VINYL AND LP BOARD 8 BATTEN AND / OR SHAKE SIDING, ALUMINUM FASCIA 4 SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCH CEILING ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPEC'S, TRIM SIZED PER PLAN. FOR 4 SIDED ARCHITECTURE ONLY: WRAP ALL WINDOWS AT SIDES d REAR OF HOME W/ TRIM, PER PLAN AND COMMUNITY SPECIFICATIONS. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 5/A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS (919FL%BOTTOM PLATE)) lGWL11�DDF..U�1J T- ipp PLATE/RP1 COJ R SH'c�41HPG fSUPt`L�TTOTI PLATE» GLEE BILK _ _ !SILL PLApTLE/RM BD) RATE) A DETAIL 7 TO PLATE a V T.O SIIu�L TO i�d_ID Tw rig_ _ Or:3AP a•.O° v��B �1ECL6 9 DETAIL 1 ENERGY CODE CATEGORY I HOUSE 1. SEAL E .—L SST 2. INTERIOR VAPOR BARRIER SSE DETAIL — 3. SEALED EXTERIOR ELECTRICAL BOXES OWLETS, LIGHTS, A SWITCHES 4. HOUSE WRAP ENTIRE WCUSE MDLW Hg15E. Cd —, AND..APACE S. VENTED WOODS (TO EXTERIOR) b. SEALED C01W5TICN FURNACE 1. GAS POWER VENT WATER HEATER PYcNTPYa. SC�EN vE'Ni TO 51 E D LLCOrO M'a TO N N N M O ❑ Z O o J r Z OZ 0 F ❑U >0 Q R0 r H ao Q M� Frw w� wow a o ❑ O w2U, U vlrQ J a VI a Woiz5 Z» W N W w. Qar O I, u O U O �Z a . M p -5- Ljo w b b H rqr,, R FWj� PEI E% o � f� o ❑ z Ki z Q w U O Z O > O a O LOT NO. BLOCK NO. ADDITION NO. PIN: TITLE: ELEV SHEET: A 1 LENNA5� NEXT-GEN BERIE514 SUEED 4,RC;.41TECTU N5,01 - iNDEFENIDENCE- 'A' - C;RAFT:5MM INDEX AlIC4C7, ROOFF PL4k NO A'2 Fes.-' T-1_4" 9 DE-1AILS A3 MEAN r-LOCR fml-4%4 C OFMONS AA U-�PFR FLOOR PLAN 4 0�'FICNS 46 --'EC7.Ct45 A6 ELFC;�WGAL fl-AMB Al DE AILS ri G TRU--ruzZAL VE7A I LS 62 &TRX-TURAL DETAILS 53 EFF14GED WALL DETAILS 04 I5qR4A:-ED WALL NAILS eQUARE FOOTAGES 34 $a PT.. 44A S. FT. KEX _CIV4 SOME C.AsZ42c_ 322 15a FT_ Ta.-.dL C.4FaAsF__ '* p 5a FT. DASI__"Em uqmr2le: Lb" 5a FT EL-o-$Er'_=KT FWW,4'R_- WA _r7Q Fr_ I W&L FLCC;R PN��s =I Ba F-i W)r,-GEN UrM MISW�- 5is3 f 5,$6 Sa Fr. TOTAL MAJ" FLOOR F3E 5,C VF- LF-S4 $,a FT UFT-PER MLOO.R.M �&W_- sa F--. TOTAL FaaVA-E'.. 3;00 1 3.223 sa EXTERIOR NOTE5 54DD-IC. MATMAL6 CZ.i' JTY .Tyl_r` PFR MAR Sn'L.ACE Vl" 5ULf-RlTE-SQF_AMW4 UN V2',VZ13i S,"TUW- BEI-� V ALL VWYL AND LFENPAMj> 4 BArTO4 A&T) t OR a"159E _ArlAW__ ALLP'10421 F45CM 41 SOFFIT CN ALL fi.DSS a= 1:e.J . M,LIVEED FO%r-4 CZ-Z-M ALL TFwl MAEsMALS %ipmx ro eE Fa-z ccn- zi -ir 5 P CX_-'G S2" _'UM D P E UR f = 4- M EY-=& AND Ca-, IN;TY 5PV_C_JFk-_47k2 CNL-__ CFZX-- ALL U8hCA>16 AT S---E!5 I FEEAK Cr- FR7-E _e TRLI nli5T1LIL U�A_6E LAP Ace EW-�E Rcct-E. Eem D;-=rAp- WAS FCR P,*7F:Kr_TkVS cN Rp_Ap-*.* T14=- UptDCUG asst n.ea+ 4 W___ ft- - Emye%_= wcuw 3. VEMW wccL sea 91 � " = FFZCt+-j ELEVATICN RE- AtR EL-='V.ATICN (R� A_OOKO -=L -=VAT!--i,4 k"'W V 6 IDE ELEVATION N, AJJ N& N NPT—.& ROOF FL 4N- =!-EVAT'CN oezxsrc Pfl ns arm Lo z z w li BAR 2014 .4 V tj x z 7, Ci7F M1 BLOCK "CL ADO xi Tdf MEY A I `j `j L E I\I I\I AR N N N' NEXT -GEN SERIES j O O N602 - EVOLUTION 'A' - DUTCH COLONIAL INDEX mw °° a a »> AI ELEVATIONS, ROOF PLAN, NOTES Q IL CEDAR 6r5's - PANT -v' a o aarc A2 FOUNDATION PLAN 4 DETAILS A3 MAIN FLOOR PLAN 4 OPTIONS 42 A4 SECTIONS ice— ' suacESlDU, w' A5 ELECTRICAL PLANS A6 DETAILS �_ `- �z� i TA PLaTE `_ vu,slDCG _ aD a a� 51 STRUCTURAL DETAILS TD_FLATE ❑ 52 STRUCTURAL DETAILS 63 BRACED WALL DETAILS 54 54 BRACED WALL DETAILS I I 6 � �x x ®®®®IE ® ®® - ro �4F oD_w ❑ ❑❑ r• � oz ❑ owoo0 I I - - - - ❑ ❑ ❑❑❑❑El ❑❑ -. - DvIFa � ❑gFVi E FOO T A G;TP& TA _ ❑❑❑❑ ❑❑❑ ❑❑❑❑ zo a STOOP: 220 SQ. FT. II ElEl �,SQUA r❑ x W0ao_ aorx o r tl GARAGE: "—FRONT o D z 663 SQ, FT, BASEMENT UNFINISHED: 2,458 50. FT. 6TH FACE DOOR GARAGE DOORS p ®j a j BASEMENT FINISHED: 20 SQ, FT. L___] FRONT ELEVATION MAIN FLOOR FINISHED: 2,PJI5 SQ. FT. AI xd1-E w= . r- o• NEXT -DEN SUITE FINISHED: 463 / 486 60. FT. TOTAL MAIN FLOOR FINISHED: 2,4'18 / 2,501 50 . FT. ILA El UPPER FLOOR FINISHED: N/A SQ, FT. v TOTAL FINISHED: 2,498 / 2,521 50. FT. y IS2�R�1- EXTERIOR NOTES N& BDRH. 2' CANT Of-T. 'rDRDER ASIDE ELEVATION SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PER PLAN. REPLACE 112" BUILT -RITE SHEATHING WITH 12" O.S.B. SHEATHING BEHIND ALL VINYL AND LP BOARD C BATTEN Sp..PJ.AT _ _ �� •AI ve•.r_o• W ®1 ®1 AND / OR SHAKE SIDING. - ALUMINUM FASCIA d SOFFIT ON ALL SIDES OF HOME, T-0. SUL INCLUDES PORCH CEILING ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPEC'S, TRIM SIZED PER PLAN, 0 REAR ELEVATION TD P a7F FOR 4 SIDED ARCHITECTURE ONLY: WRAP ALL WINDOWS AIE' ve•. r - o• f� AT SIDES d REAR OF HOME W/ TRIM, PER PLAN AND m b COMMUNITY SPEGINGATIONS. v K•a INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL - s 5 /A4. FOR INSTRUCTIONS ON WRAPPING THE WINDOWS = 1 5_) L, - TaFakN2 SIDE ELEVATION - AI sca.e' ve• . r- c• I-y [54tr�1IBOfig1 RdiEl) ' r° ROOF VENT INSTALLATION NOTES: 0. --------------------------- - d'.a II L GTfEVEMdTnniidLLEp OrERO c9'cx9 MGH 1' -' I 0 Ta ndre o.ERSr,• . o:�a� -c �o,�LoSE— ®LcceTlw cs � vans w wsLE rmcTS To ems- u� i ' °,T� rax,� ICE To i= T_ cs i� o,n• orauc. i -O ��o���os�raxr i� eE ' "V crT`�rsdTE.xs+ea) rorta s�rmec�'iicv i i a iw+ss roR dex rorE:-vn. ; aA LOOKOUT ELEVATION I �1 O t a 6tEd�,H°Ya al scdLE, ve• , r- O• ; 58�Z TTM PldiE» I I I I �s��a� o 0 0 0 0 ❑o - _ _ - `.D IDA yam • E� 5¢L RdiE) l• C/ rp -Z, C I I E,- I 0 p DETAIL 9 DETAIL ♦I i ` \ _______________________ _______________l © 1 ' ® w W ��� ENERGY GODE CATEGORY I. HOUSE @ / Lffl li ®� 11 i ;i} -� 1; �° i ❑ 1 1 1 K•9 Q w o L SEtil. Ril'i JOIST 6Ee DcTdLL M 'o+ "' < ' I I ED ' i "! i Q z '" 2. B,TERIOR vAFgR BARRIER ssE oerna en T.O. SUBFL _ T9..PLETE —� it 1 L '� � e. T.,. I _1002 _ I ' �-'-- - i' O d ❑ 3. SEALED EXTERIOR ELECTRICAL BOXES ,LE NLEr6, LIGHIS, d`E) 5¢1TQE5 4. NOJf�E LLRA ENTIRE IJGVSE PCLM =S MCV:r�G4 %ES. dW GdvdGE 5. VENTED HOODS (TO EXTERIOR) ®�® O❑ _O ® I 9 _ 1 - - - -- I _____ _ \ j I = ; _ - - - - - -- ---- - - - - -- I ' _ - - - -, ` I'_Z�I `- - - -- -1 - I I - ____ 1 LOT NO. BLOCK NO. 6. SEALED COI'rB115TiCN RLa�'ACE 1. GAS HEATER _ ____` ____ ___J t __________________- i IOJ2 I0,�T 1 i ADDITION NO. PAYA c dvi TO B,YfI-DiT SIZED PCCGT PG TO y-R�YrNTT OTC 4B WALKOUT ELEVATION - _ I - I ' — AI sc.°Le, ve• = r- o• _ o 1 i - - I�_Z. ROOF FLAN TITLE: ELEV SHEET: Al ®fell= ❑��= CD L LENNA NEXT -GEN SERIES NroOI - GENESIS 'B' - POLK INDEX Al ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN 4 DETAILS A3 MAIN FLOOR PLAN 4 OPTIONS A4 UPPER FLOOR PLAN 4 OPTIONS A5 SECTIONS A6 ELECTRICAL PLANS Al DETAILS SI STRUCTURAL DETAILS 52 STRUCTURAL DETAILS 63 BRACED UJALL DETAILS 64 BRACED LUALL DETAILS 5QUA E FOOTAGE 5 STOOP: 94 60, FT. STANDARD GARAGE: 108 50. FT. NEXT -GEN SUITE GARAGE: 322 50. FT. TOTAL GARAGE: 1030 SQ. FT. BASEMENT UNFINISHED: 1,584 5Q, FT. BASEMENT FINISHED: N/A 50. FT. MAIN FLOOR FINISHED: 1,021 50. FT. NEXT -GEN SUITE FINISHED: 563 / 586 50, FT. TOTAL MAIN FLOOR FINISHED: 1,584 5Q. FT. UPPER FLOOR FINISHED: 1,616 50. FT. TOTAL FINISHED: 3,200 / 3,223 60. FT. E- XTERIOR NOT E5 SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PER PLAN. REPLACE 112" BUILT -RITE SHEATHING WITH 1/2" 0.5.5. SHEATHING BEHIND ALL VINYL AND LP BOARD 4 BATTEN AND / OR SHAKE SIDING. ALUMINUM FASCIA 4 SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCH CEILING ALL TRIM MATERIALS SNOUAN TO BE PER COMMUNITY SPECIFICATIONS. TRIM SIZED PER PLAN. PER PLAN AND COMMUNITY SPECIFICATIONS ONLY: WRAP ALL WINDOWS AT SIDES 4 REAR OF HOME W/ TRIM INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 5 1A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS (SiROttp1 RATE)) ru mere or xAT�w eoJ D,� SEd,iCYa (� ;/BOTip1 RATE» — _ r911 PtdTE/IOY COJ ADETAIL 1 TO- PLATE TA�SUEFL. _ TO PLATE �{ 1_ _.J � I _ II I II II II TO sJ L.14 TO. FdAIDI I ii FRONT ELEVATION 1 i 1 i I I I 1 0 I_ O I i _____ ____ i --- e — ' ROOF VENT INSTALLATION NOTES: I l ALL RTF v�TS TO 6 PGT0.LED O.�x 0' OO7E z 9' NGdI rd"�isGS MO M1E RJCF ErE.aTH+4 ' a�e/m LccdTtal of Waa vEwro W GaYE � 9 TO 0.O• 19B IP_l� 9 = i nc � racGE TD TIE ta• cr- TIE e'n• oFVa:n ___ _ ___J R:Ft�dGE TOO dLG�4 �FEd6tO 6tDETOfaT�F VJJiS 6EE� eH � s�An,eG To eE Ravvs E,zT, Dao-�,TV wEA. •co oA rs �a:aeA4 r� s.sTE.uu:� DER 40: m.EroR. 2 ROOP PLAN AI EcdLE. v • . r- o' 9 . ENERGY CODE CATEGORY I HOUSE L SEAL " JOIST EtdLL AA 2. PRERIOR VAPOR BARRIER Y_E DETdLL tyl 3. SEALED EXTERIOR ELECTRICAL BOXES GIrtLETS, LKilrtS, Il9 SeaTCIE:S 4. HWSE WRAP ENTIRE HCVSE mE51J�£, GeBlES, A•A GdRt6.E S. VENTED HOODS (TO EXTERIOR) 6. SEALED CO WSTICN FURNACE 'L GAS FYAI.ER VENT WATER HEATER �IBA��TpOI1�IZED dCCOTAPG TO REAR ELEVATION AI scdLE. ve• . r- o• 3A LOOKOUT ELEVATION AI YALE ve• . p- o• SIDE ELEVATION 3B WALKOUT ELEVATION SIDE ELEVATION AI SCALE: VB• , 1._ p• N N N M O O .- r VI p �p p a.. m owo 3 > M » > a ¢ w p o rr¢¢ pp o� pI;j F .. a o � aO p ? o r •wOFw a p p OwOVO O VIr¢ � =JrN wZwj LEN AR A-100 LWESTYLE SEME& 1 4403 - NAPLE5 'AT III DUX Al ELEVATkWS. ROOF FLAR NO --== A2 9CU4DArICN FLAN A ]:>ErALL5 43 MAIN FLOOR AA VECTION5 4a ELEC;TRJCAL Fl-4N5 A& DEETA-111-$ 51 57RLX--rURAL DETAILS 52 51 MfRAL DII 53 BRACED WALL DETAILS 64 R BACED WALL DETA L5 SQUAfRE FCOTAC-aE-5 I EXTEERIOR NOTES I STr'-E 5 ;O 5E PER ill-M in- MIILlr-wlE sw-=A-r.pu U-114 Y2- O�m a4EATPNC- II ALL VNrL A,0 LP 50ARD -9 SATT01 AND FOR -144AOX VDW� ;Z15FER TO CCK'rl"rY SF-ErFr-A-xkX* FCR bLL F4--CIA 1-1-1 S-TrD F-M MAK 501-E FLANS MAY NCLUDE GrNL i�AJ-F� BAND Biz. P� ZAPW ZKVIFE . &•-1 PE-AIL ZX" .=C,-R R-5-Tla1CT50K* CN UZAFFIM n4-= Umlu 711,.a ALL LFE*rrrLE BERES 14CM5 RAVE STD. 4-SIDED 45r.44 (WQDGFA MFZk-. FSkEllE EwaMa-3 ANO aABLE TREAT"--47 ON ALL SIDES F-- PLAW RR TO SPEC- r-tM FOR DE-ML. E:EWW CODE CAIESCR, I ;- J�i;:E Ti3,,.m -Arcs 51.3m. lm J+Tw, ra's -.;um . r 111, DETA - Sam-_ LLIAL<,-.N--T ELEV AMON al A-SE.45-QN CF=I ION 5 EL 51.�: IN ON AaiLLLUX'kl PQF;r-�[ OPt, ON sc;REEN %7 :BCREEX -DRICA OPTION :v - W., ROOF VENT reTA"TIR4 407---,S- -;ZQQF* FLAN rs V D z z lu J m 4 L-a; rQ. MQ�l� Im. .koca �Z, ho- au: Tn?r- FM-Y s- A I rw 54m� !I Z-1 a �11 - WFRED-4 P ecX-FICNAL.0 n& sQF-. 4-SEA-',--N F<.- fOl-TIONAL.0 ri& SQFT 13 61&—m1 r Ul4--qqlt,;-cvl LIM 50.FT. F�- , ri 5O%vr. FLOOR FIM%eDi POW SGtFT. 70TJU- F0,15141IM-. II SCLFFY. TOTAL FM Ll,CFrrkX0L A-WA SCH W-AC-4 2WA- SORT. I EXTEERIOR NOTES I STr'-E 5 ;O 5E PER ill-M in- MIILlr-wlE sw-=A-r.pu U-114 Y2- O�m a4EATPNC- II ALL VNrL A,0 LP 50ARD -9 SATT01 AND FOR -144AOX VDW� ;Z15FER TO CCK'rl"rY SF-ErFr-A-xkX* FCR bLL F4--CIA 1-1-1 S-TrD F-M MAK 501-E FLANS MAY NCLUDE GrNL i�AJ-F� BAND Biz. P� ZAPW ZKVIFE . &•-1 PE-AIL ZX" .=C,-R R-5-Tla1CT50K* CN UZAFFIM n4-= Umlu 711,.a ALL LFE*rrrLE BERES 14CM5 RAVE STD. 4-SIDED 45r.44 (WQDGFA MFZk-. FSkEllE EwaMa-3 ANO aABLE TREAT"--47 ON ALL SIDES F-- PLAW RR TO SPEC- r-tM FOR DE-ML. E:EWW CODE CAIESCR, I ;- J�i;:E Ti3,,.m -Arcs 51.3m. lm J+Tw, ra's -.;um . r 111, DETA - Sam-_ LLIAL<,-.N--T ELEV AMON al A-SE.45-QN CF=I ION 5 EL 51.�: IN ON AaiLLLUX'kl PQF;r-�[ OPt, ON sc;REEN %7 :BCREEX -DRICA OPTION :v - W., ROOF VENT reTA"TIR4 407---,S- -;ZQQF* FLAN rs V D z z lu J m 4 L-a; rQ. MQ�l� Im. .koca �Z, ho- au: Tn?r- FM-Y s- A I L NNA 1 4400 LIFESTYLE SERIES I 4403 - NAPLES '52' INDEX Al ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN e DETAILS A3 MAIN FLOOR PLAN A4 SECTIONS A5 ELECTRICAL PLANS A6 DETAILS SI STRUCTURAL DETAILS S2 STRUCTURAL DETAILS S3 BRACED WALL DETAILS 54 BRAGED WALL DETALS I &0UAE FOOT>4� & I STOOP: 116 SOFT, GARAGE: 564 SOFT. SCREEN PORCH: (OPTIONAL) 116 SOFT. 4- 5EA50N PORCH: (OPTIONAL) 176 SOFT. BASEMENT UNFINISHED: 1899 SOFT, BASEMENT FINISHED: 11 SOFT. MAIN FLOOR FINISHED: 1916 SOFT. TOTAL FINISHED: 1933 SOFT. TOTAL FINISHED W/ OPTIONAL 4- SEASON PORCH: 2109 SOFT. EXTERIOR NOTES I SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES TO BE PER PLAN. REPLACE 1/2" BUILT -RITE SHEATHING WITH 1/2" 0.5.15. SHEATHING BEHIND ALL VINYL AND LP BOARD ! BATTEN AND / OR SHAKE SIDING. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECS. TRIM SIZED PER PLAN, SOME PLANS MAY INCLUDE COIL WRAPPED BAND BOARDS. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 2/A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS ALL LIFESTYLE SERIES HOMES HAVE STD. 4 -6IDED ARCH. (WINDOW WRAP, FREIZE BOARD AND GABLE TREATMENT ON ALL SIDES PER PLAN) REFER TO SPECIFIC PLAN FOR DETAIL. T�' a TE,,.:I m, r�„oT,an x4.E» �h1L R,iE) ADETAIL 1 Z. TDETAIL Q ENERGY CODE CATEGORY I HOUSE L SEAL RIM JOIST 6EE DETNL M 2. NTERIOR VAPOR BARRIER bEE DETdIL an 3. SEALED EXTERIOR ELECTRICAL BOXES aVt .. LGNT6. ADD WT-6 4. HOUSE WRAP ENTIRE NOOSE eCL�DE6 4W6E. GaELE6, ADD Gda,GE 5. VENTED NOOO5 (TO EXTERIOR) 6. SEALED COMBU5TION RJR.'AGE T. GAS �R VENT WATER HEATER vp SCreTEai1 � 6��E� tCCOfineY. Ta TD FL ATE T TO SUBFL TO FOUND. _ 0 SIDE ELEVATION ELr:VATi/-)i`! E: UTALOUT ELEVATION AI —E: ... I- O- :......... : ......... : uuu B 4- SEASON OPTION AI SGeLE: ve . r- o° AI l4. g.AIE T.O. SUEFL. 4- SEASON OPTION — LOOKOUT ELEVATION AI 6C— I... r- o _6A SGREEN PORCH OPTION AI 6cuE: vex . r- o• 615 SCREEN PORCH OPTION AI scuE. ve . r- o° IreLpSE \ W � mT % _ T.O. SUBFL. 63 SCREEN PORCH OPTION AI aA REAR =1 =\ /Arrr,Nl AI -1E. ROOF VENT INSTALLATION NOTES: o T� poor �vo�a�nsT4ueo o.Ep e• woE . r unu ass eRD LorSTICN Cr � bEN:bP � TAE eE?9�o-riwTT� G• �� ro urn ev pErmv.EO rpcn uoE�nn: o.Ep -we+to 6i6TErt5 rap FfAFE R rrna -on. 5 ROOF FLAN AI —E: e• . 1•- O• 14 -MATE v; �- TA. Fq_tJD m 000 �w a�www OZ 0 U ❑J >� J oN a a.. ,Lz ¢O — a U � O "s ao ❑ ow2bou U—< 7J z ❑O�� Z N5- J -a }S O L, O SNO OJZ U ,O a z Z W J PU r� o a H z w u o z 'o > 3 O a o LOT NO. BLOCK NO. ADDITION NO_ PN: TITLE: ELEV SHEET: Al L NNA FR 1 4400 LIFESTYLE SERIES I 4403 - NAPLES 'G2' INDEX AI ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN a DETAILS A3 MAIN FLOOR PLAN A4 SECTIONS A5 ELECTRICAL PLANS Ae, DETAILS 51 5TRUCTURAL DETAILS 52 STRUCTURAL DETAILS 53 BRACED WALL DETAILS 54 BRACED WALL DETAILS I SQUARE F00TAG; & I STOOP: 16l SQFT. GARAGE: 564 SOFT. SCREEN PORCH: (OPTIONAL) 116 &QFT. 4- 5EA50N PORCH: (OPTIONAL) 1'16 SOFT. BASEMENT UNFINISHED: 1899 SOFT. BASEMENT FINISHED: Il SOFT, MAIN FLOOR FINISHED: 1916 SOFT. TOTAL FINISHED: 1933 SOFT. TOTAL FINISHED W/ OPTIONAL 4- 5EA50N PORCH: 2109 SOFT. EXTERIOR NOTES SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES TO BE PER PLAN, REPLACE I /2" BUILT -RITE SHEATHING WITH 1/2" 0.5.15. SHEATHING BEHIND ALL VINYL AND LP BOARD d BATTEN AND / OR SHAKE SIDING. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS, ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPEC'5. TRIM SIZED PER PLAN, 50ME PLANS MAY INCLUDE COIL WRAPPED BAND BOARDS. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 21A4 FOR IN5TRUCTION5 ON WRAPPING THE WINDOWS ALL LIFESTYLE SERIES HOMES HAVE 5TD. 4 -5IDED ARCH. (WINDOW WRAP, FREIZE BOARD AND GABLE TREATMENT ON ALL SIDES PER PLAN) REFER TO SPECIFIC PLAN FOR DETAIL. T.O. FLAT _ a TD ._PLATE T V T_O._SUBFL T_O._FOWVD_ TO. PLATE ro TO. SUL$L_ TO Jf Jm 1111 I, � u n u = i ui n DEMON U9 ql — I i � lull - i21 SIDE ELEVATION AI x.ue ve• . I�- c° �STCNE FACE n r-RONT ELEVATION A t 7 9 DETAIL ENERGY CODE CATEGORY I HOUSE L SEAL RM JOIST SEE -1- M ]. INTERIOR VAPOR BARRIER Eee oeTNL EN 3. SEALED EXTERIOR ELECTRICAL BOXES omen. L-5.A WT-5 4 WRAP ENTIRE NGUSE 5 —W GABLES. A GAaI E 5. VENTED HOODS (TO EXTERIOR) b. SEALED COMBUSTION FURNACE 1. GAS PMER VENT WATER HEATER P�rA AIR �ro� - 'El�vr�EZEO CCCOfaaG ro To t'4 C LUALKOUT ELEVATION �innnm. all uuu TB 4- SEA5ON OPTION Al SCALE: — . r- o° T.4.ELAM oe �m T.O. SUBfiL. TC 4- SEASON OPTION Al SIDE ELEVATION AI scare uA .r -v 48 LOOKOUT ELEVATION - Al SCALE: ... r. o• lei FREE 6A- SCREEN PORGH OPTION - Al SCALE, 48• . I'- o° i.0. SUBFL_ Td2_EO.W —t 6B SCREEN PORCH OPTION AI TQ.PLpSE v T.O. SUBFL. �_t.0- .FffiA�P. 6� SCREEN PORGI4 OPTION AI /-,A-\ REAR ELE'•ATInT.I AI Y.ALe ROOF VENT INSTALLATION NOTES: �n'-Of'��u�r�TOn�r OCp aF�e•n �,+ro� n r.E or+Gs rz� io 4YN � �WSao SDE 2xF r[r1rs�5EE 2�r;LG�I 5 ROOF PLAN v � TDL�_BF�L - FO.FCV IT .. ❑oo zw aQww� p D � tt tt DO 00 pU J >p J Z F Go � Q NS oo�w ,oz p O w O V V U jaQ � JHN Q p�2j z w j V z,'._ J-, o O ¢I- DI -o4 o -. O ®JdJ� z Z W J K� 1F@j� V) N ® N �7 .. �7 ❑ p z Q � U O 3 ¢o w o a ❑ LOT NO. BLOCK NO. ADDITION NO. P N: TITLE: ELEV SHEET: A 1 t_O_PLAT c T_O_8t15L L NNA T_O _FOND_ 4400 LIFESTYLE SERIES 242 SOFT. 4404 - PRESCARA 'A2' GARAGE: INDEX AI ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN S DETAILS A3 MAIN FLOOR PLAN . A4 SECTIONS A5 ELECTRICAL PLANS 46 DETAILS 51 STRUCTURAL DETAILS 52 STRUCTURAL DETAILS 53 BRACED WALL DETAILS t_O_PLAT c T_O_8t15L EXT fR10R NOTES 51DING MATERIALS PER COMMUNITY SPECIFICATIONS, SIDING STYLES TO BE PER PLAN, REPLACE 1/2" BUILT -RITE SHEATHING WITH 1/2" 0:5.5. SHEATHING BEHIND ALL VINYL AND LP BOARD L BATTEN AND / OR SHAKE SIDING, REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECS. TRIM SIZED PER PLAN, SOME PLANS MAY INCLUDE COIL WRAPPED BAND BOARDS. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 2 /A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS ALL LIFESTYLE SERIES HOMES HAVE STD. 4 -5IDED ARCH. (WINDOW WRAP, FREIZE BOARD AND GABLE TREATMENT ON ALL 51DES PER PLAN) REFER TO SPECIFIC PLAN FOR DETAIL. (Cr1:FL/BOTTQt ReTE)) LO.A6 -L _ att m/SUOiIJ i� I3etE/R91 mJ :FF 6tEAnCYa lSt�LTDTicil ReiE)) t mF.1Y.i.) Ke��iLERW mJ _ Z- %A ReTE) ADETAIL 1 a c tD 511_E�L__ TA,L''LdTE _ ro �a T.0 FOIND. A� WALKOUT ELEVATION AI —E: w• . I'- o• �A 4- SEA5ON PORCH OPTION AI SOLE: UB I'- O' 9 v�IwL. ENERGY CODE CATEGORY I HOUSE L SEAL RIM J015T _E DElALL M ]. INTERIOR VAPOR BARRIER BEE DeinlL W 3. SEALED EXTERIOR ELECTRICAL BOXES oJREiS, L-15, — B¢9TGEB 4. HOUSE WRAP ENTIRE HQISE NClIDES NgSE. GABLES. A J GMl aE 5. VENTED HCODS (TO EXTERIOR) 6. SEALED CCVTW5TIGN HJRNACE T. GAS POWER VENT WATER HEATER ��TO�B.l1EN1��ED d:;C9fA 1'Ya To 4- SEASON PORCH OPTION AI B=ALE: va .I - D rl-'� FRONT ELEVATION AI -I.; VA' . I'- o• 0 FX� WDW .N BEFIMD a T.O PLATE m O TA. FOUND 4E+ LOOKOUT ELEVATION u �b (eA SCREEN F'ORGH OPTION AI -IE: VB .I - D MIMI 0 N fin= SIDE ELEVATION AI ac— .. • p_ D• ro o; m� SiDE ELEVATION AI SCALE: . V- D• - REAR ELEVATION AI SCALE: I'V - I'- b' 6� SCREEN PORCH OPTION AI SCALE, vB . I'- D° 5A ROOF PLAN a PORCH OPTION ROOF VENT INSTALLATION NOTES: l ALL RXS vENi9 TO BE .STALLED o.Ea 9' WDE a 9• uxdl of�x9G9 o nE dEm L4ceib10. IMF vp1i9 W GABLE wcc9 to et v iRT'I 11E R%P RDGS i0 nE iCP OF TE 919 Gt�c W' UHF i NAT F�a)EiE nE ORGB 1zW_ TD A<Yiv d FEpG,ffD 9IDE RXS VEU16. ftE IAA's RtH iaxs 91EenFEG To CF IffTOrFD ER:H 5 ROOF PLAN AI YALE. vB• . r- o' r Q m ass �w op u O DU >J � z QU ? O wOr • a °oo O wODU o U NrQ aoox� z ,, B p o I� o D w ti UO Naz 5 z;- z Z W J YV rGd R 0 � o °a w U O 'O > o E o LOT NO. BLOCK NO. ADDITION NO. PN: TITLE: ELEV SHEET: A 1 T_O _FOND_ STOOP: 242 SOFT. GARAGE: 562 SOFT. SCREEN PORCH: (OPTIONAL) 113 SOFT. 4- 5EASON PORGH: (OPTIONAL) 113 SOFT. BASEMENT UNFINISHED: 1121 SOFT. BASEMENT FINISHED: 115 SQFT. MAIN FLOOR FINISHED: 1839 SOFT, TOTAL FINISHED: 1951 SOFT. TOTAL FINISHED W/ OPTIONAL 4- 5EASON PORCH: 2130 SOFT. EXT fR10R NOTES 51DING MATERIALS PER COMMUNITY SPECIFICATIONS, SIDING STYLES TO BE PER PLAN, REPLACE 1/2" BUILT -RITE SHEATHING WITH 1/2" 0:5.5. SHEATHING BEHIND ALL VINYL AND LP BOARD L BATTEN AND / OR SHAKE SIDING, REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECS. TRIM SIZED PER PLAN, SOME PLANS MAY INCLUDE COIL WRAPPED BAND BOARDS. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 2 /A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS ALL LIFESTYLE SERIES HOMES HAVE STD. 4 -5IDED ARCH. (WINDOW WRAP, FREIZE BOARD AND GABLE TREATMENT ON ALL 51DES PER PLAN) REFER TO SPECIFIC PLAN FOR DETAIL. (Cr1:FL/BOTTQt ReTE)) LO.A6 -L _ att m/SUOiIJ i� I3etE/R91 mJ :FF 6tEAnCYa lSt�LTDTicil ReiE)) t mF.1Y.i.) Ke��iLERW mJ _ Z- %A ReTE) ADETAIL 1 a c tD 511_E�L__ TA,L''LdTE _ ro �a T.0 FOIND. A� WALKOUT ELEVATION AI —E: w• . I'- o• �A 4- SEA5ON PORCH OPTION AI SOLE: UB I'- O' 9 v�IwL. ENERGY CODE CATEGORY I HOUSE L SEAL RIM J015T _E DElALL M ]. INTERIOR VAPOR BARRIER BEE DeinlL W 3. SEALED EXTERIOR ELECTRICAL BOXES oJREiS, L-15, — B¢9TGEB 4. HOUSE WRAP ENTIRE HQISE NClIDES NgSE. GABLES. A J GMl aE 5. VENTED HCODS (TO EXTERIOR) 6. SEALED CCVTW5TIGN HJRNACE T. GAS POWER VENT WATER HEATER ��TO�B.l1EN1��ED d:;C9fA 1'Ya To 4- SEASON PORCH OPTION AI B=ALE: va .I - D rl-'� FRONT ELEVATION AI -I.; VA' . I'- o• 0 FX� WDW .N BEFIMD a T.O PLATE m O TA. FOUND 4E+ LOOKOUT ELEVATION u �b (eA SCREEN F'ORGH OPTION AI -IE: VB .I - D MIMI 0 N fin= SIDE ELEVATION AI ac— .. • p_ D• ro o; m� SiDE ELEVATION AI SCALE: . V- D• - REAR ELEVATION AI SCALE: I'V - I'- b' 6� SCREEN PORCH OPTION AI SCALE, vB . I'- D° 5A ROOF PLAN a PORCH OPTION ROOF VENT INSTALLATION NOTES: l ALL RXS vENi9 TO BE .STALLED o.Ea 9' WDE a 9• uxdl of�x9G9 o nE dEm L4ceib10. IMF vp1i9 W GABLE wcc9 to et v iRT'I 11E R%P RDGS i0 nE iCP OF TE 919 Gt�c W' UHF i NAT F�a)EiE nE ORGB 1zW_ TD A<Yiv d FEpG,ffD 9IDE RXS VEU16. ftE IAA's RtH iaxs 91EenFEG To CF IffTOrFD ER:H 5 ROOF PLAN AI YALE. vB• . r- o' r Q m ass �w op u O DU >J � z QU ? O wOr • a °oo O wODU o U NrQ aoox� z ,, B p o I� o D w ti UO Naz 5 z;- z Z W J YV rGd R 0 � o °a w U O 'O > o E o LOT NO. BLOCK NO. ADDITION NO. PN: TITLE: ELEV SHEET: A 1 Attachment I Private Park Plans LENNAIR °k 0 ODUNER i CONTRACTOR LENNAR PLYMOUTH, MN 952 - 249 -3000 ETAL DNE. Al C 00 INDEX OU h AI ELEVATIONS AND NOTES "' °OU A2 FOUNDATION PLAN 4 MAIN FLR. ELECTRICAL PLAN Tn PLI TB BarTEweoARD slDlw _ _ ° a 2 AS MAIN FLOOR PLAN 4 BATHROOM ELEVATIONS A4 SECTIONS AND ROOF PLAN MI MECHANICAL LAYOUT o~a: PI PLUMBING LAYOUT °o�� P2 PLUMBING RISER DIAGRAMS - w;sa . 0 Tn °NV ° 9T Ei E NOTES p" TALL NIIHBER9 BUILDING AREAS: ©'a'c 1 FRONT ELEVATION BATH HOUSE: 420 50. FT. «�` MAIN BLDG, 1,156 50. FT. (GATHERING HALL): 690 Sa, FT. TOTAL AREA: 1,516 SO. FT. Z mO zW TA PLATE 0 iRIH li a p PATE 0 F P1 Yoi W °EIECTGR io.ttPTE _ ^ tO. PL E -- —0 Ixl} iRIH Ll c it II o%® .. - uR .T IRIX: OATE WITH SECURITY LOCK REAR ELEVATION al a LO PLATE 0 �^ TO. PLATE" SNCCO ON BLOCK END WALL V Z u O I p O 6 ❑I LOT N0.0 BLOCK NO. TO P aoolTToN No. #ELEV B SIDE ELEVATION P SIDE ELEVATION — r _ NN: TITLE: SHEET: Al ak qV r 6 N» I l e 0 ® 74-0- • DW.M9 TO 9E BEi Ar I I//' BELW GCnCgetE M1CLR •' '� < � ( IN L � O M I]..0x 10' -0" In I I Face I I 1 � - I I IFOR 13' -Ix I n 1 I 1 - i 11 s tl_ I I 1 I I - O�WII��� O Ili I I ` � 1' -9" i I'.10•'10• Ib• 1•.10'• IL _ �I I I NorE. eLweo.G rcmrsacroR o vlR-+hce r L�GTIW rGR PAI BIND wer4L RIF£ Ar _ IL� � � �y� I I � I r ILE��PAINB � -159" ' I' -n� "I Iv -off• r -i zi ° I I I ry 11 f II I .�w I eWCK LPLY FORB CNE Qo _ O _____________ L —1 r ___________ 3 1_______ _J IX LEWE FCR STONE �- Ip' 10• _ J J r LET 3Z' -0•' r� 10' -0° I6• -0° &0• -0'• 14• -0• 602~ =w060 0 N>pw ©iTU~ 0 u 9 Z J FOUNDATION PLAN nx u• . I. �' EKI. FFIDro F1EDIPoD DELL 0 P.,DiD ELECTRC DELL slFrex I I � � . ,„ I FILr� "T' ME .Ln rDR�I � OFILTER � I my i \ � - Ft --------------- - - - - -- - - -I - - - - -- MAIN FLOOR ELECTRICAL PLAN A] e. v..i.m Ei ELEC.n R I O LOT 0 *NO. �� R rod Fa Eca.ou ieio aL�Erva.eme OL �,.p LE RarvBw cW �L BLOCK NO. aNBInaN NO. PN: FNOro ELECTRIC cELL TITIE:PNO /ELEC SHEET: A2 FaR E¢se DR I l e 0 ® I • DW.M9 TO 9E BEi Ar I I//' BELW GCnCgetE M1CLR •' '� < � ( IN L � O M In I I Face I I 1 � - I I IFOR � III �I I n 1 I 1 - i 11 s tl_ I I 1 I I - O�WII��� II Ili I I ` � I I I I ncan,Rr DR ro �. I // it RtdoR IL _ �I I I NorE. eLweo.G rcmrsacroR o vlR-+hce r L�GTIW rGR PAI BIND wer4L RIF£ Ar _ IL� � � �y� I I � I r ILE��PAINB � -159" ' I' -n� "I Iv -off• r -i zi ° I I I ry 11 f II I .�w —J LeocE rcR era+t IX LEWE FCR STONE Ip' 10• 3Z' -0•' 10' -0° I6• -0° &0• -0'• 14• -0• I FILLE �a aI FILTER ' D GAB INTER 0o 7 a m I E° fi'X � m" a�l II CONSTRUCTION NOTE: 1 HR FIRE SEPARATION BETWEEN POOL MECHANICAL/ MECHANICAL - STORAGE AND MAIN GATHERING ROOM (WALLS AND CEILING). NOTE: POOL EQUIPMENT LAYOUT GENERIC. FINAL LAYOUT MAY VARY PER MFG. T4 ' -m• FIREPLACE ELEVATION 9 NIGHE ELEVATION A3 A A..3" ATTI7' If"l Nom. STALL ». STALL }9' -m" D GLA¢B icTZED GL0.49 5• -m" 5• -O" y' m'• u PANED BjPE K rt P J /0xe /0 BN'. 10R0 a e'm' /Jl yW III T'Ci «T/ n,e L�L� ""YY liu sea L� I 1 LIS pro sloes °TALLan I I I 0 . �slSi �wisuP1 - yn I i�P milk.DOOa w/ +�rni�ruw I I- - -. ff4p 1, Lm �S FIREPLACE ELEVATION 9 NIGHE ELEVATION A3 A A..3" ATTI7' If"l Nom. STALL ». STALL MAIN FLOOR PLAN AS Ls. -(TTPI \ \ '.. ACCESS BLE XED N SHOWER HEAD IB" CM VANITY T % rypX SWLR SEAT 4 CT BASE ,t BASE CLR CLR SHW£R6 MUST BE EOF At L AST SO AT A TEMPEREAST 0 AT LEAST 9m F AT A RATE OF AT LEAST iD VALVES TS MSTBTATIN TEMPERING. OR NIXING VALVES ER T BE INSTALLED IF NECESSARY TO PREVENT WATER TEMPP. M EXCESS OF 130 E. A BATHROOM ELEVATIONS E FIN15H NOTE5: AT BATH HOUSE, PRIME CEILING AND CENTER WALL WITH 5W 200 LATEX PRIMER/CONCRETE WALL5 W/ HEAVY DUTY BLOCK FILLER TOP COAT (2) ALL INTERIOR AREAS W/ WATER BASED TILE -CLAD EPDXY HIGH GLOSS (3 MED COLORS). AT EQUIPMENT / STORAGE, PRIME CEILING AND CENTER WALL WITH BW 200 LATEX PRIMER/CONCRETE WALLS W/ HEAVY DUTY BLOCK FILLER TOP COAT (2) ALL INTERIOR AREAS W/ WATER 5A5ED TILE -CLAD EPDXY HIGH GLOSS (I COLOR USED IN POOL STEEL DOORS W/ SCREEN EXHAUST LOUVERS / 2 FRAMES / 1 DOUBLE FRAME (1 COLOR) TWO COATS. PREP NEW CONCRETE FLOOR, PRIME W/ 2 PART ARMORSEAL FLOOR FLEX 1100 PRIMER, TOP COAT W/ ARMORSEAL IK WATERBASED URETHANE FLOOR ENAMEL W/ 5HARKGRIP ADDITIVE. AIR / 6UI;4-ACE TEMP. TO BE MIN, 500 F FOR APPLICATION. FINISH NOTES: MAN60NRY / BLOCK WORK 15 FINISHED PRODUCT. NO EXTRA GROUT, CRACKED OR BROKEN BLOCKS. CONTRACTOR TO BID WITH RECOMMENDED CORE FILLS. MAN50N TO INSTAL DOOR FRAMES WITH 1/2" OVERSIZE OPENINGS. NOTE ALL GRAB EA. SHALL BE SEE 1% FASTENED TO SL DST A LOAD CF NOT LESS THAN 150 POUNDS. THEY SHALL HAVE AN g1T&II DIC OF I I AND I Irz" CLEARANCE FROM WALLIS AND PARTITIONS. P DE BAAANSi (3xlm) FOR ALL GRAB BAS, TCLEL BASS, VANITY, SM R SEAT. AND FIXTBREE AT LOOD TIAAlE WALL AREA. SNWR HD 3AB BAR AREA n� aosp� A 2 °~0 Qoi wOQU oo= D Q Z W J II � O LOT NO. BLOCK N0, ADOITION NO. TIN: TITLE: MAIN SHEET: A3 D GLA¢B icTZED GL0.49 MAIN FLOOR PLAN AS Ls. -(TTPI \ \ '.. ACCESS BLE XED N SHOWER HEAD IB" CM VANITY T % rypX SWLR SEAT 4 CT BASE ,t BASE CLR CLR SHW£R6 MUST BE EOF At L AST SO AT A TEMPEREAST 0 AT LEAST 9m F AT A RATE OF AT LEAST iD VALVES TS MSTBTATIN TEMPERING. OR NIXING VALVES ER T BE INSTALLED IF NECESSARY TO PREVENT WATER TEMPP. M EXCESS OF 130 E. A BATHROOM ELEVATIONS E FIN15H NOTE5: AT BATH HOUSE, PRIME CEILING AND CENTER WALL WITH 5W 200 LATEX PRIMER/CONCRETE WALL5 W/ HEAVY DUTY BLOCK FILLER TOP COAT (2) ALL INTERIOR AREAS W/ WATER BASED TILE -CLAD EPDXY HIGH GLOSS (3 MED COLORS). AT EQUIPMENT / STORAGE, PRIME CEILING AND CENTER WALL WITH BW 200 LATEX PRIMER/CONCRETE WALLS W/ HEAVY DUTY BLOCK FILLER TOP COAT (2) ALL INTERIOR AREAS W/ WATER 5A5ED TILE -CLAD EPDXY HIGH GLOSS (I COLOR USED IN POOL STEEL DOORS W/ SCREEN EXHAUST LOUVERS / 2 FRAMES / 1 DOUBLE FRAME (1 COLOR) TWO COATS. PREP NEW CONCRETE FLOOR, PRIME W/ 2 PART ARMORSEAL FLOOR FLEX 1100 PRIMER, TOP COAT W/ ARMORSEAL IK WATERBASED URETHANE FLOOR ENAMEL W/ 5HARKGRIP ADDITIVE. AIR / 6UI;4-ACE TEMP. TO BE MIN, 500 F FOR APPLICATION. FINISH NOTES: MAN60NRY / BLOCK WORK 15 FINISHED PRODUCT. NO EXTRA GROUT, CRACKED OR BROKEN BLOCKS. CONTRACTOR TO BID WITH RECOMMENDED CORE FILLS. MAN50N TO INSTAL DOOR FRAMES WITH 1/2" OVERSIZE OPENINGS. NOTE ALL GRAB EA. SHALL BE SEE 1% FASTENED TO SL DST A LOAD CF NOT LESS THAN 150 POUNDS. THEY SHALL HAVE AN g1T&II DIC OF I I AND I Irz" CLEARANCE FROM WALLIS AND PARTITIONS. P DE BAAANSi (3xlm) FOR ALL GRAB BAS, TCLEL BASS, VANITY, SM R SEAT. AND FIXTBREE AT LOOD TIAAlE WALL AREA. SNWR HD 3AB BAR AREA n� aosp� A 2 °~0 Qoi wOQU oo= D Q Z W J II � O LOT NO. BLOCK N0, ADOITION NO. TIN: TITLE: MAIN SHEET: A3 STAFF REPORT Document No. 11 a. Council Meeting: April 24, 2014 Prepared By: Brad Martens Topic: Capital Improvement Plan Substitution Action Required: Approval Summary: On March 13, 2014 the City Council approved individual purchases for the 2014 -2015 Capital Improvement Plan which included a SW 4000 Rider Sweeper at a cost of $19,499.91. Since that time a different model has been made available which can accomplish the same function at a lower price of $13,035.72. Staff is requesting City Council approval to substitute a 6100 Rider Sweeper in lieu of the SW 4000 Rider Sweeper. Financial /Budget: Substituting the 6100 Rider Sweeper for the SW 4000 Rider Sweeper results in a savings of $6,464.19. This amount will remain in the Capital Improvement Fund as debt has already been issued. Options: 1. Approving substituting the 6100 Rider Sweeper in lieu of the SW 4000 Rider Sweeper in the 2014 -2015 Capital Improvement Plan. 2. Deny substituting the 6100 Rider Sweeper in lieu of the SW 4000 Rider Sweeper in the 2014 -2015 Capital Improvement Plan. Recommendation: Approving substituting the 6100 Rider Sweeper in lieu of the SW 4000 Rider Sweeper in the 2014 -2015 Capital Improvement Plan. Council Action: Consider a motion to approve substituting the 6100 Rider Sweeper in lieu of the SW 4000 Rider Sweeper in the 2014 -2015 Capital Improvement Plan. Attachments: 1. 6100 Rider Sweeper Quotation Daico Enterprises, Inc. 3005 th Avenue Northwest New Brighton, MN 55112 (800) 950 -1975 Fax: (651) 604 -2961 To:City of Corcoran Date: 3/27/2014 Quotation For further information contact your Account Manager: Mike McShane 952 -999 -0487 Terms: F.O,g_ Item # Q Description Unit Price Total 004283 9 6100E Rider Sweeper 38" sweep path with dual side brushes Standard features include corner rollers, patented overthrow sweeping system, no -tool brush and filter change and a corrosion - resistnat hopper. Machine comes with poly main side brush, battery and charger. 13,035.72 The quotation above is in effect for 30 days. Approval of attached specifications: Company Customer's Purchase Order No. Approval for Delivery of above: Company Thank you for the opportunity to quote. Mike McShane Dalco Corporate Accounts Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 479-4 Fax ( 763) 479-4242 E -mail: wenckmp @wenck.com TO: Brad Martens, City Administrator FROM: Kent Torve, P.E., City Engineer RE: CR 101 Turn Lanes DATE: April 17, 2014 Council Action Requested • Motion to approve soliciting bids on turn lanes at 101 and Gleason Road Background The City is conducting off -site improvements for Lennar and has plans substantially completed. The specifications will be added to create a bid package for soliciting bids. Timing and Costs The entrance to Ravinia is an important infrastructure improvement in the early stages of development. Therefore this project is on schedule for May bid opening, and June start of construction. The updated cost estimate is $130,000, as compared to the $125,000 first estimate. Maple Grove Easement One Maple Grove resident has been asked for a temporary construction easement, otherwise the project will be within ROW Funding The improvements are paid through escrow from Lennar. Attachment Plan set NOTE: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -2. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, PIPELINES, ELECTRIC, AND CABLE TV ARE UNKNOWN. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651 - 454 -0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651- 454 -0002 TOLL FREE 1- 800 - 252 -1166 ALL TRAFFC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. CSAH 101 AND GLEASON ROAD TURN LANE IMPROVEMENTS CITY OF CORCORAN HENNEPIN COUNTY, MN CONSTRUCTION PLAN FOR TURN LANES, GRADING, & BITUMINOUS SURFACING OJECT LOCATION FY: CORCORAN IUNTY: HENNEPIN STRICT: 1 PROJECT VICINITY MAP 0 1000 2000 GRAPHIC SCALE IN FEET CITY COUNCIL MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY ADMINISTRATOR CITY CLERK KEN GUENTHNER RICH ASLESON TOM COSSETTE DIANE LYNCH RON THOMAS BRAD MARTENS JEANIE HEINECKE SHEETINDEX SHEET TITLE G -101 TITLE & INDEX SHEET G -102 STATEMENT OF ESTIMATED QUANTITIES C -101 EXISTING CONDITIONS AND REMOVAL PLAN C -102 TYPICAL SECTIONS C -201 EROSION CONTROL PLAN C -301 GRADING PLAN C -601 STREET PLAN C -801 DETAILS C -901 PAVEMENT MARKING AND SIGNAGE PLAN THIS PLAN CONTAINS 9 SHEETS STATEMENT OF ESTIMATED QUANTITIES ITEM NO. ITEM NOTES UNIT TOTAL ESTIMATED QUANTITIES 1 MOBILIZATION & DEMOBILIZATION LUMP SUM 1 2 TRAFFIC CONTROL LUMP SUM 1 3 CLEARING TREE 17 4 GRUBBING TREE 17 5 REMOVE CONCRETE CURB & GUTTER LIN FT 58 6 REMOVE BITUMINOUS PAVEMENT 1 SQ YD 87 7 PAVEMENT MARKING REMOVAL LUMP SUM 1 8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 1 LIN FT 1415 9 STREET SWEEPER (WITH PICKUP BROOM) HOUR 20 10 WATER FOR DUST CONTROL MGAL 10 11 SALVAGE & RESPREAD EX. TOPSOIL LUMP SUM 1 12 COMMON EXCAVATION - OFFSITE (EV) CU YD 100 13 COMMON EXCAVATION - ONSITE (EV) CU YD 450 14 COMMON BORROW CU YD 50 15 AGGREGATE BASE CLASS 5 - 100% CRUSHED TON 706 16 AGGREGATE SURFACING CLASS 2 TON 130 17 BITUMINOUS MATERIAL FOR TACK COAT GAL 150 18 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C) TON 153 19 TYPE SP 12.5 NON WEARING COURSE MIXTURE(4,B) TON 458 20 ADJUST CASTING EACH 2 21 B618 CONCRETE CURB AND GUTTER LIN FT 10 22 CONSTRUCT CONCRETE FED RAMP W/ TRUNCATED DOME EACH 1 23 SIGN PANELS TYPE C SQ FT 22.5 24 INSTALL SIGN TYPE C AND POST EACH 2 25 SILT FENCE, TYPE MS - MAINTAINED LIN FT 1380 26 INLET PROTECTION - MAINTAINED EACH 2 27 SEED MIXTURE 25 -141 SQ YD 1990 28 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 1990 29 PAVEMENT MESSAGE (RT ARROW) EPDXY EACH 4 30 PAVEMENT MESSAGE (LT ARROW) EPDXY EACH 4 31 PAVEMENT MESSAGE (THRU ARROW) EPDXY EACH 4 32 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 1580 33 4" SOLID LINE WHITE - EPDXY LIN FT 3390 34 24" SOLID LINE YELLOW - EPDXY LIN FT 100 BASIS FOR ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 - 110 LBS /SY /IN AGGREGATE SURFACING CLASS 2 - 110 LBS /SY /IN BITUMINOUS MATERIAL FOR TACK COAT - 0.05 GAL /SQ YD TYPE SP 9.5 WEARING COURSE MIXTURE (4,C) - 115 LBS /SY /IN TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) - 115 LBS /SY /IN NOTES 1. CONSISTS OF APPROXIMATELY 8" OF BITUMINOUS. CSAH 101 (BROCKTON LN NY /- n n7 � -7 9 U J Lid ALVARADO LN N REMOVE 8 LF CURBI AND GUTTER AS DIRECTED BY ENGNINEER REMOVE BITUMINOU PAVEMENT AS DIR GINEER -RELOCATE UTILITY POLE (BY OTHERS) \90001[ IN WI '93F REQUIRED V V 6 C�l I 96 Soo RELOCATE UTILITY POLE (BY OTHERS) X000 I 998 9 COORDINATION WILL BE REQUIRED REMOVAL NOTE: REVIEW TREE REMOVALS WITH ENGINEER. REMOVALS WILL BE REVIEWED ON A TREE BY TREE BASIS. LEGEND — CORRUGATED METAL PIPE/F.E.S. »� STORM SEWER CATCH BASIN MANHOLE SANITARY SEWER MH SIGN `a POWER POLE MAIL BOX x* -- FENCE EDGE OF BIT - - - - EX CONCRETE CURB & GUTTER OTREE - DECIDOUS TREE- CONIFEROUS __ -- -898 - - -- EXISTING CONTOUR -MINOR EXISTING CONTOUR- MAJOR WET WETLAND - -- EX WATERMAIN ROW & PROPERTY LINES —G —G— BURIED GAS MAIN — — BURIED ELECTRICAL —GE —�— OVERHEAD ELECTRICAL — ^' —^'— BURIED TELEVISION CABLE O TELEVISION PEDESTAL —T —T— BURIED TELEPHONE CABLE O TELEPHONE PEDESTAL REMOVE CURB AND GUTTER - - - - -- SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE 50 LF CURB AND GUTTER AS DIRECTED BY ENGINEER CSAH 101c�BROCKTON LN N� NOTE: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -2. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, PIPELINES, ELECTRIC, AND CABLE TV ARE UNKNOWN. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651 -454 -0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL 0 50 100 TWIN CITY AREA: 651 - 454 -0002 TOLL FREE 1- 800 - 252 -1166 GRAPHIC SCALE IN FEET EX. AGGREGATE EX. BITUMINOUS-J EX. GRAVEL BASE EXISTING EXISTING VARIES _ I _ VARIES VARIES EX. SLOPE I EX. SLOPE MATCH E %. SLOPE -- -- -- COMPACTED I SUBGRADE TYPICAL SECTION - CSAH 101 TURN LANE IMPROVEMENTS 2 FT -- Z 4' SALVAGED TOPSOIL L�COPE - 8 AGGREGATE SURFACING CLASS 2, LIMESTONE TYPE 9.5 WEARING COURSE (SPWE4440C) L-6' TYPE 12.5 NON- WEARING COURSE (SPNWB430B) (PLACE IN 2 EQUAL LIFTS) 6' AGGREGATE BASE CLASS 5, 100% CRUSHED i i i CSAH 101 - EROSION CONTROL BLANKETS i LEGEND 1111) I)I / 1 1 r/ _ / /rrr /11111// , -- /rl �rl rlrllll l I I I 1 - I IJ 0 50 100 GRAPHIC SCALE IN FEET — — CONSTRUCTION OMITS + + + EROSION CONTROL BLANKETS CATEGORY 3, SEED MIXTURE 25 -141, FERTILIZER TYPE 3 SILT FENCE, TYPE MS – MAINTAINED II L ® INLET PROTECTION – MAINTAINED I; ALVARADO LN N u GENERAL NOTES: II 1. PRIVATE UTILITIES ARE SHOWN IN GENERAL LOCATIONS AS BEST INTERPRETED FROM QUALffY LEVEL D DRAWINGS PROVIDED BY UTILITY o "may COMPANIES PER GOPHER ONE DESIGN LOCATES. 2. CONTRACTOR SHOULD ANTICIPATE PRIVATE UTILITY SERVICE CONFLICTS p. THROUGHOUT THE PROJECT SUB CUT AND TRENCH AREAS AND COORDINATE II p WITH PRIVATE UTILITY OWNERS. ,_ll II 3. REVIEW TREE REMOVALS WITH ENGINEER. REMOVALS WILL BE REVIEWED ON A TREE BY TREE BASIS. u 9 4. SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS, AS DIRECTED BY II 5. FIELD ENGINEER. (INCIDENTAL) INSTALL AND MAINTAIN SILT FENCE – MACHINE SLICED AS DIRECTED BY 111 li r^5' q'f ENGINEER. J6. VERIFY TYPICAL SECTION FOR AREA OF WORK. u u w II II 1 Z I I it I' Cn II g II J I� II INLET PROJECTION – MAINTAINED (TYP.) SILT FENCE, TYPE MS (TYP.) II II �i II TEMPORARY CONSTRUCTION EASEMENT - - - -- - - - - - - - - - - - - CSAH 101------------ - - - -- - - - - - - _ ,- _ -_ -- Z-1:—� / -- ^�_ _ �� 1111) I)I / 1 1 r/ _ / /rrr /11111// , -- /rl �rl rlrllll l I I I 1 - I IJ 0 50 100 GRAPHIC SCALE IN FEET q 4 li o �r 4 ° o h II II r' II - �II ii it 4 h II II II u T _ II _ II r'�Y I I Il r, II W I II I Z �_yy o �p II' 11 I II W IO II ' ALVARADO LN N RIM EL 991.0± I - I _ GRADE TO FUTURE WA�ERMAIN_/-mac JACKING B1 OTHERS LEGEND 898 EXISTING CONTOUR —MINOR 900 EXISTING CONTOUR— MAJOR ------- 89°— PROPOSED CONTOUR —MINOR —900 PROPOSED CONTOUR —MAJOR GRADING NOTES: 1. CONTRACTOR TO STRIP, SALVAGE, AND RESPREAD EXISTING TOPSOIL 2. ALL PROPOSED CONTOURS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY AND ADJUST GRADES AS NECESSARY TO MATCH INTO EXISTING PAVEMENT TO REMAIN. 3. SIDE SLOPES SHALL BE 1V:4H UNLESS NOTED OTHERWISE. 4. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON —SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFFSITE IN A MANNER ACCEPTABLE TO THE OWNER AND REGULATING AGENCIES. GENERAL NOTES: 1. PRIVATE UTILITIES ARE SHOWN IN GENERAL LOCATIONS AS BEST INTERPRETED FROM QUALITY LEVEL D DRAWINGS PROVIDE BY UTILITY COMPANIES PER GOPHER ONE DESIGN LOCATES. 2. CONTRACTOR SHOULD ANTICIPATE PRIVATE UTILITY SERVICE CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCH AREAS AND COORDINATE WITH PRIVATE UTILITY OWNERS. 3. REVIEW TREE REMOVALS WITH ENGINEER. REMOVALS WILL BE REVIEWED ON A TREE BY TREE BASIS. 4. SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS, AS DIRECTED BY FIELD ENGINEER. (INCIDENTAL) 5. INSTALL AND MAINTAIN SILT FENCE — MACHINE SLICED AS DIRECTED BY ENGINEER. 6. VERIFY TYPICAL SECTION FOR AREA OF WORK. \ 1H:3V SLOPE TEMPORARY CONSTRUCTION DRAIN � � _ EASEMENT 0 50 100 GRAPHIC SCALE IN FEET y DIRECRO� i SUPPORT POST ANCHORAGE IN -SITU SOIL STEEL FENCE (T -POST) MINIMUM 5' LONG, 6' MAX. SPACING `ATTACH FABRIC TO POSTS ✓ WITH MINIMUM 3 ZIP TIES (50 LB TENSILE) PER POST IN TOP 8" OF FABRIC GEOTEXTILE FABRIC - OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL I z� S 6" MIN. Wenck CITY OF CORCORAN S"nE SILT FENCE MACHINE SLICED R Dc CHK0 P'O SOWAG E D ATE PR2Oz91 No SHEER O 4 - —1 A REV N0. 6• VARIABLE DISTANCE TO CENTER LINE I't r� 3" r TOP OF BITUMINOUS MATERIAL 6.258 SLOPE MnDOT B612 MnDOT 8618 Sr MnDOT 8624 CONCRETE CURB AND GUTTER 12" r 28' r 2" X 4" X 2.5' LONG 16' 68" r TOP OF BITUMINOUS MATERIAL (SILT FENCE) FABRIC, AS SURMOUNTABLE '� CONCRETE CURB AND GUTTER 17J¢" 1 5' -0" CURB _ OF BOX 5 SLOPE TOP OF BITUMINOUS MATERIAL � 1 3 4" PER FT STANDARD SECTION THROUGH DRIVEWAY l0' VARIES 4" 8 lilt' r BITUMINOUS SURFACE BITUMINOUS CURB - 6' SHOE FORMED NT } NOTES: 1. ONCE CURB AND GUTTER ARE INSTALLED, PLACE SILT FENCE 4' BEHIND BACK OF CURB. EROSION CONTROL BLANKET SHALL BE PLACED IN SPACE BETWEEN SILT FENCE AND BACK OF CURB. 2. USE SUITABLE MATERIAL TO BACKFLL AREA BEHIND CURB. � Wenck CUENCTTY OF CORCORAN PROJEtt STANDARD PLATES =HEFT TITLE CURB AND GUTTER .,1 .1. REV DWN PPP REV GATE DWN BY CHK'0 PPP'0 UWC PATE PROJECT N0. SHEET N0. REV N0. oEC p„ coE Sr.,E 2294 -00 STR -5 ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) STAPLE DENSITY SHALL BE A MINIMUM OF 3 U- SHAPED 8 ", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERNALS 4. BACKFLL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH iii��Wenckl IT F CORCORAN W OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. SEE PLAN FOR TYPE OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" ;ft' EROSION CONTROL BLANKET INSTALLATION tOJEGi N0. SHEET N0. REV NC. 2294 -Oo ERO -2 1Q ADA REQUIRED ® ALL PEDESTRIAN RAMPS TRUNCATED DOME PEF VARIABLE SHALL BE DESIGNED MN /DOT STD. PLATE A AND CONSTRUCTED TO 7036F MEET THE LATEST ADA REQUIREMENTS AND TRUNCATED w n CONFORM TO THE DOMES TO BE p A LATEST MNDOT FED NON— PAINTED N RAMP GUIDELINES e FACE 0 CURB A 2" X 4" HORIZONTAL MEMBERS PLAN ROUND ALL SLOPED TO SECURE FILTER FABRIC. TOP OF CURB / INTERSECTIONS USING 2 -20D COMMON NAILS 2" X 4" X 2.5' LONG VARIABLE WOOD POSTS, 8 REQ'D. (SILT FENCE) FABRIC, AS SPECIFIED. ADDITIONAL MATCH EXISTING OF FABRIC FLAP AT BOTTOM 5' -0" CURB _ OF BOX WIDTH 5' -0" CURB & 0.10 FT /FT SLOP k 0.10 FT /FT SLOPE VARIABLE SECTION B -B .a ". Tmr�ieral c a'_n" DESIGN STREET GRADE f L6" CONCRETE 4" AGGREGATE BASE SECTION A -A CONCRETE CURB & GUTTER � Wenck CITY OF CORCORAN - - rR E SIDEWALK `" CURB RAMP RE Og B C'0 M'0 DWLE CATE . PRzzJ94 -oo GR ST R -12 REV N0. EXISTING CURB OVERFLOW IS Yz OF 0 THE CURB BOX HEIGHT 000000 PLAN WIMCO ROAD DRAIN CG -23 HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. DEFLECTOR PLATE — OVERFLOW IS Yt OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY i— CURB 10" FILTER ASSEMBLY � Wenck CITY OF CORCORAN HIGH -FLOW FABRIC INLET PROTECTION CATCH BASIN INSERT iOJECi N0. SHEE N0. HE 2294 -0o ER _4C WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEMBERS SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST USING 2 -20D COMMON NAILS 2" X 4" X 2.5' LONG MONOFILAMENT GEOTEXTILE WOOD POSTS, 8 REQ'D. (SILT FENCE) FABRIC, AS SPECIFIED. ADDITIONAL OF FABRIC FLAP AT BOTTOM _ OF BOX 8 -10" FABRIC FLAP EXTENDING BEYOND BOTTOM 2 "X4" - BURY UNDER ROCK TO PREVENT UNDERWASHING _ 11/2- WASHED ROCK 1' DEEP X 1' WIDE NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARENCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. � Wen A- I CITY OF CORCORAN " INLET PROTECTION BEEHIVE CASTING SILT BOX REV DWN I APP I REV MiE DWN B1 CHK'0 PPP'0 OWG GATE PROJECT N0. SHEER' No. REV N0. od N'3 cvE s 2294 -0o ERO -4D 0 50 100 GRAPHIC SCALE IN FEET NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. EXACT LOCATION OF PAVEMENT MARKINGS AND SIGNAGE TO BE FIELD LOCATED BY ENGINEER 3. SEE Mi STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. 4. SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFIC SIGN INSTALLATION. 5. SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 7 FOR DETAILS OF PAVEMENT MARKING ® ALVARADO LN N INSTALLATION. I w � � II II i II � II II II II II II � I, II II ��ilu II II II p II II PAVEMENT MESSAGE II � II II II (THRU ARROW) EPDXY II ry II II ADV CED INTERSECTION j I, II II PAVEMENT ME 3SAGE LANE CONTROL q II II (ARROW TURNI EPDXY (R3- OACA, 30'X5471 II II q V II II PA MENT MESSAGE I� a II ( ROW TURN) EPDXY 4" SO ID LINE WHITE EPDXY 24" SOLID LINE YELLOW EPDXY O 45' TO C/L 20' O.C. - -- --------- - - - - -- ----- - - - - -- — --- - -- - - - - -- - - - - - - — . - CSAH 101 /BROCKTON LA N - ------------------------ - - - - -- - - �J PAVEMENT MESSAGE I RIGHT ARROW ) EPDXY 4" DOUBLE SOLID ONE YELLOW EPDXY �I PAVEMENT MESSAGE 0 II � (LEFT ARROW) EPDXY GRIND EXISTING STRIPING AS PAVEMENT MESSAGE REQUIRED TO PROVIDE 261.6' Y� (THRU ARROW) EPDXY TAPER. RE— STRIPE INTERSECTION 0 50 100 GRAPHIC SCALE IN FEET