The URL can be used to link to this page

City Council Agenda Packet 09-11-2017AGENDA CITY COUNCIL SPECIAL WORSHOP MONTICELLO CITY COUNCIL Monday, September 11, 2017 — 5:15 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 5:15 p.m. 2018 Budget Presentation and Review 3. Adjournment 2018 Levy/Budgel September 11, 2017 5th Meeting a a Critical Dates September 11 or 25 (Preliminary Levy) December 11 (Final Levy, Fee Schedule, &Budget) N 3 City of South Haven City of Waverly City of Cokato City of Clearwater City of Howard.. City of Maple Lake City of Annandale City of Buffalo City of Rockford City of Montrose City of Dayton City of Delano City of Hanover City of Albertville City of Otsego City of St. Michael City of Monticello Tax Capacity Rates City Tax Rates 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 41 4 Tax Base Changes 1. New residential valuation - $11.8M (1.8%) 2. Residential MV adjustment - $51.5M (7.8%) 3. New Commercial valuation - $3.4M (1.4%) 4. Commercial MV adjustment - $8.5 (3.6%) 5. New apartment valuation - $10.5M (21.7) 6. Apartment MV adjustment - $3.6M (7.4%) 7. Insignificant TIF district decertified -Walker 8. Xcel - $29.5M (4.1%) An 5 Xcel Power Plant Estimated Market Value $800 $700 $600 $500 0 $400 $300 $200 $100 or 2012 2013 2014 2015 2016 2017 2018 61 11 Xcel Year Amount Change $ Change % % TC 2012 $ 213,300,800 27 2013 $ 377,028,900 $ 163,728,100 77% 40% 2014 $ 346,559,800 $ (30,469,100) -8% 38% 2015 $ 597,753,900 $ 251,194,100 72% 50% 2016 $ 680,037,200 $ 82,283,300 14% 53 2017 $ 714,047,000 $ 34,009,800 5% 52 2018 $ 743,551,900 $ 29,504,900 4% 50% 2012 to 2018: $ 530,251,100 249% Rp FD Proposal *Past, current and future debt Debt levies increase by $61 K (2.5%) 7 1.1 2014 2015 2016 2017 2018 Property Property Property Property Property % $$ Fund Taxes Taxes Taxes Taxes Taxes Change Change General Fund $5,497,000 $5,882,000 $6,177,000 $6,291,000 $6,617,000 5.2% $326,000 MCC - Operating 350,000 358,000 364,000 372,000 382,000 2.7% 10,000 MCC- Debt 1,040,000 1,005,000 - - - --- - 2017/2018/2019 Bonds* 1,040,000 920,000 1,220,000 1,160, 000 1,211,159 4.4% 51,159 2016A GO Bonds - - - 415,000 407,769 -1.7% (7,231) 2015B GO Bonds - - 250,000 195,288 203,425 4.2% 8,137 2014 GO Judgment Bonds - - 544,000 536,929 537,586 0.1% 657 2005AI2011A GO IBF 223,000 330,000 330,000 139,783 148,061 5.9% 8,278 2010A GO IBF - 40,000 40,000 40,000 40,000 0.0% - Total City Levy $8,150,000 $8,535,000 $8,925,000 $9,150,000 $9,547,000 4.3% $397,000 HRA Levy - - 280,000 280,000 323,000 15.4% 43,000 Total $8,150,000 $8,535,000 $9,205,000 $9,430,000 $9,870,000 4.7% $ 440,000 *Past, current and future debt Debt levies increase by $61 K (2.5%) 7 1.1 $10,000,000 $6,000,000 $4,000,000 $2,000,000 i Property Tax Levy History $9,870,000 $9,430,000 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 E:j 9 i Tax Levy By Use $1.2,000,000 2014 2015 2016 2017 2018 ■ HRA ■ MCC ■ Debt Service ■ General Fund X Its] $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 Debt Service Levy Debt Service Levy (2013 - 2027) $- L 2013 2014 20 15 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 ■ 2010A Imp 2011A Imp ■ 2007A Imp. 2008 Sewer 2008A MCC ■ 2014A AE 2015B SR&I 2016A SR&I 2017A+Fallon ■ 18/19 Projects Ito] 11 Year 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Tax Capacity & Levy Tax Capacity Value $ 13,641,431 $ 9,606,212 $ 10,344,950 $ 11,141,052 $ 11,840,000 $ 13,224,144 $ 15,257,996 $ 16,190,597 $ 16,783,843 $ 16,691,266 $ 16,429,431 $ 15,771,688 $ 18,692,762 $ 18,229,025 $ 23,882,689 $ 25,891,898 $ 27, 583,160 $ 29,565,007 Tax Capacity Rate 37.146 67.645 65.218 62.421 58.651 51.028 42.458 46.942 46.191 45.822 46.729 49.773 42.262 44.709 35.737 35.552 34.188 33.384 Tax TC Value TC Rate Levy Levy Change % Change % Change % $ 5,067,342 4.4% 2.4% 6.9% $ 6,498,079 -29.6% 82.1% 28.2% $ 6,782,018 7.7% -3.6% 4.4% $ 6,957,915 7.7% -4.3% 2.6% $ 6,957,915 6.3% -6.0% 0.0% $ 6,750,000 11.7% -13.0% -3.0% $ 6,500,000 15.4% -16.8% -3.7% $ 7,600,000 6.1% 10.6% 16.9% $ 7,750,000 3.7% -1.6% 2.0% $ 7,648,272 -0.6% -0.8% -1.3% $ 7,677,309 -1.6% 2.0% 0.4% $ 7,850,000 -4.0% 6.5% 2.2% $ 7,900,000 18.5% -15.1% 0.6% $ 8,150,000 -2.5% 5.8% 3.2% $ 8,535,000 31.0% -20.1% 4.7% $ 9,205,000 8.4% -0.5% 7.9% $ 9,430,000 6.5% -3.8% 2.4% $ 9,870,000 7.2% -2.4% 4.7% 2017: $1,691,262 + Tax Capacity Change, $674,684 Xcel (40%) 2018: $1,981,847 + Tax Capacity Change, $590,098 Xcel (30%) 11 12 Tax Capacity Values & Rates Tax Capacity Values and Tax Capacity Rates $35 1 80.0 67.645 $29.6M $30 $27.6 - 70.0 - 60.0 j - 50.0 m $20 0 33.384- 40.0 n ��$15 - m X 34.188 - 30.0 X H H $10 - 20.0 $9.6m $5 - 10.0 $- 0.0 Tax Capacity Value -M—Tax Capacity Rate 12 13 $11 $10 $9 $8 $7 $6 o $5 $4 $3 $2 $1 Levy Comparisons Tax Levy, CPI and Population (2003-2018) - 12,000 --M—CPI Levy 8'000 —4 --Actual Levy L I I I I I I I I I I I 1 I 1 0 tiP ti61 tip to ti�1'1 ti01'0' 115§110,111, otio tioti otitic oti, ti c " titi O, —Population 13 14 Tax Impact (Homestead phase out) Homestead exclusion declines as residential market values (MV) increase (7.8%), resulting in higher residential taxes. 14 15 2017 What IF Market Value Est Net Tax Net Tax Diff. ChangE $135,000 $376 $376 $0 $145,530 $415 $39 10.4% $175,000 $525 $525 $0 $188,650 $576 $51 9.7% $200,000 $618 $618 $0 $215,600 $676 $58 9.4% $225,000 $711 $711 $0 $242,550 $777 $66 9.3% $250,000 $804 $804 $0 $269,500 $877 $73 9.1% $275,000 $897 $897 $0 $296,450 $977 $80 8.9% $300,000 $990 $991 $1 $323,400 $1,078 $88 8.9% Homestead exclusion declines as residential market values (MV) increase (7.8%), resulting in higher residential taxes. 14 15 Tax Levy Impact (MV & TC Increases) 2017 What IF Market Value Est Net Tax Net Tax Diff. Change $135,000 $376 $351 -$25 $145,530 $387 $11 2.9% $175,000 $525 $490 -$35 $188,650 $537 $12 2.3% $200,000 $618 $577 -$41 $215,600 $631 $13 2.1% $225,000 $711 $663 -$48 $242,550 $724 $13 1.8% $250,000 $804 $750 -$54 $269,500 $818 $14 1.7% $275,000 $897 $837 -$60 $296,450 $912 $15 1.7% $300,000 $990 $924 -$66 $323,400 $1,006 $16 1.6% MV=Market value TC=Tax capacity 15 16 Tax Levy Impact (MV, TC, & Levy Increases) Diff. Change -$9 $29 -$13 $37 -$15 $42 -$17 $47 -$19 $52 -$21 $57 -$24 $61 MV=Market value 7.7% 7.0% 6.8% 6.6% 6.5% 6.4% 6.2% TC=Tax capacity 16 17 2017 What IF Market Value Est Net Tax Net Tax $135,000 $376 $367 $145,530 $405 $175,000 $525 $512 $188,650 $562 $200,000 $618 $603 $215,600 $660 $225,000 $711 $694 $242,550 $758 $250,000 $804 $785 $269,500 $856 $275,000 $897 $876 $296,450 $954 $300,000 $991 $967 $323,400 $1,052 Diff. Change -$9 $29 -$13 $37 -$15 $42 -$17 $47 -$19 $52 -$21 $57 -$24 $61 MV=Market value 7.7% 7.0% 6.8% 6.6% 6.5% 6.4% 6.2% TC=Tax capacity 16 17 Budget General Fund Revenues - 2018 ;, Property Taxes ■ Franchise & Other Taxes ■ Licenses & Permits ■ Intergovernmental Revenues ■ Charges for Services ■ All Other Property Taxes, 80% 17 18 r ;, Property Taxes ■ Franchise & Other Taxes ■ Licenses & Permits ■ Intergovernmental Revenues ■ Charges for Services ■ All Other Property Taxes, 80% 17 18 Preliminary Levy Property Tax Levy (Preliminary - 2018) Debt Sen 2,548,000 HRA Levy, $323,000, 3% MCC Operations, 382,000,4% General Fund, 5,617,000, 67% Levy % are same as 2017 18 19 Preliminary GF Budget General Fund Expenditures - 2018 Recreation G 14% Governm i �A 21% Public Works public Sa 37% 28% Same % 2017 wt 20 Preliminary GF Budget Expenditures and Other Uses - 2018 Other Personnel Services & Services Charges 39% 49% Capital Supplies Outlay 3% 9� Same % 2017 01 21 Priority ➢ Priority I: Imperative (MUST -DO) -Projects that cannot reasonably be postponed in order to avoid harmful or otherwise undesirable consequences. ➢ Priority II: Essential (SHOULD -DO) - Projects that address clearly demonstrated needs or objectives. ➢ Priority III: Important (COULD -DO) - Projects that benefit the community but may be delayed without detrimental effects to basic services. 21 22 Three Finance Rules i. Always spend your most restrictive money first. 2. Conservatively estimate revenues and liberally estimate expenditures. 3. Recurring expenditures should be offset by recurring revenues. Wj 23 Leadership a] 24 Questions or Comments W, - 25 Draft - BUDGET SUMMARY (9-07) FUND 2014 2015 2016 2017 2017 2018 (GENERAL REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET IProperty Taxes $ 5,507,285 $ 5,887,666 $ 6,183,861 $ 6,291,000 $ 6,291,000 $ 6,617,000 (Tax Increments - - - - - - IFranchise & Other Taxes 237,173 235,089 284,468 283,900 283,900 289,500 (Licenses & Permits 378,809 460,834 668,602 379,400 379,400 398,750 Iintergovernmental Revenues 321,891 355,729 389,005 346,440 346,440 374,440 ICharges for Services 309,297 347,486 351,297 320,470 320,470 332,400 (Fines & Forfeits 48,744 42,474 30,656 42,300 42,300 36,500 (Special Assessments 22,808 1,330 275 300 300 300 IMiscellaneous 339,839 337,511 374,568 178,190 178,190 199,110 Ioperating Transfers - - - - - - ITOTAL REVENUES $ 7,165,846 $ 7,668,119 $ 8,282,732 $ 7,842,000 $ 7,842,000 $ 8,248,000 1 I EXPENDITURES IPersonnel Services $ 2,555,898 $ 2,624,076 $ 2,785,408 $ 3,096,654 $ 3,096,654 $ 3,244,895 ISupplies 534,178 503,059 494,690 731,825 731,825 742,250 (Other Services & Charges 3,257,375 3,448,434 3,522,614 3,807,021 3,807,021 4,014,655 ICapital Outlay 108,900 139,800 190,100 206,500 206,500 246,200 (Operating Transfers 293,000 297,012 - - - - ITOTAL EXPENDITURES $ 6,749,351 $ 7,012,381 $ 6,992,812 $ 7,842,000 $ 7,842,000 $ 8,248,000 1 (FUND BALANCE - JANUARY 1 $ 3,914,563 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 6,276,716 $ 6,276,716 Excess (Deficiency) of Revenues over Expenditures 416,495 655,738 1,289,920 - - - FUND BALANCE -DECEMBER 31 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 6,276,716 $ 6,276,716 $ 6,276,716 CHANGE 5.2% 2.0% 5.1% 8.1% 3.7% -13.7% 0.0% 11.7% 5.2% 4.8% 1.4% 5.5% 19.2% 5.2% 26 2018 Budget Draft - 9-07 GENERALFUND REVENUES Property Taxes Franchise & Other Taxes Licenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfiets Special Assessments Miscellaneous Operating Transfers TOTALREVENUES EXPENDITURES BY DEPARTMENT GENERAL GOVERNMENT Mayor and Council City Administration City Clerk Finance Audit City Assessing Legal Human Resources Planning & Zoning City Hall Prairie Center Building TOTAL GENERAL GOVERNMENT PUBLIC SAFETY Law Enforcement Fire & Rescue Fire Relief Building Inspections Civil Defense Animal Control National Guard TOTAL PUBLIC SAFETY 2014 2015 2016 2017 2017 2018 0.0% ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE $ 5,507,285 $ 5,887,666 $ 6,183,861 $ 6,291,000 $ 6,291,000 $ 6,617,000 5.2% 237,173 235,089 284,468 283,900 283,900 289,500 2.0% 378,809 460,834 668,602 379,400 379,400 398,750 5.1% 321,891 355,729 389,005 346,440 346,440 374,440 8.1% 309,297 347,486 351,297 320,470 320,470 332,400 3.7% 48,744 42,474 30,656 42,300 42,300 36,500 -13.7% 22,808 1,330 275 300 300 300 0.0% 339,839 337,511 374,568 178,190 178,190 199,110 11.7% $ 7,165,846 $ 7,668,119 $ 8,282,732 $ 7,842,000 $ 7,842,000 $ 8,248,000 5.2%1 $ 52,182 $ 52,572 $ 54,264 $ 57,350 $ 57,350 $ 57,350 0.0% 281,033 314,719 332,926 444,313 444,313 448,228 0.9% 75,594 29,658 69,966 115,092 115,092 131,709 14.4% 385,662 377,867 393,754 445,375 445,375 466,651 4.8% 53,541 37,798 39,273 42,000 42,000 42,000 0.0% 49,832 50,466 50,415 52,115 52,115 65,000 24.7% 29,303 36,946 29,152 38,000 38,000 38,000 0.0% 90,565 117,249 116,522 124,288 124,288 132,957 7.0% 220,080 244,976 210,173 230,848 230,848 252,840 9.5% 186,833 183,997 182,990 61,759 61,759 69,478 12.5% 14,409 13,327 8,917 12,841 12,841 15,603 21.5% $ 1,439,034 $ 1,459,575 $ 1,488,352 $ 1,623,981 $ 1,623,981 $ 1,719,816 5.9% 2014 2015 2016 2017 2017 2018 % ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE $ 1,145,247 $ 1,174,439 $ 1,212,080 $ 1,263,948 $ 1,263,948 $ 1,360,197 7.6% 306,779 309,970 289,010 355,810 355,810 380,616 7.0% 108,186 120,027 123,656 120,000 120,000 120,000 0.0% 266,545 304,858 350,304 384,627 384,627 398,318 3.6% 1,661 1,500 1,234 3,564 3,564 3,265 -8.4% 49,439 48,754 46,943 51,520 51,520 51,977 0.9% 14,061 13,438 13,550 15,300 15,300 15,000 -2.0% $ 1,891,918 $ 1,972,986 $ 2,036,777 $ 2,194,769 $ 2,194,769 $ 2,329,373 6.1% 27 GENERAL FUND 2014 2015 2016 2017 2017 2018 % ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE PUBLIC WORKS Public Works Administration $ 122,151 $ 124,504 $ 126,327 $ 147,431 $ 147,431 $ 201,055 36.4% Engineering 195,841 110,555 111,795 174,900 174,900 165,529 -5.4% Public Works Inspecitons 36,867 32,084 62,100 108,766 108,766 118,548 9.0% Streets & Alleys 738,101 738,572 804,574 992,701 992,701 1,036,897 4.5% Ice & Snow 308,387 263,020 264,232 290,156 290,156 290,235 0.0% Shop & Garage 177,644 185,837 171,079 206,353 206,353 205,949 -0.2% Stormwater 16,842 26,712 29,277 72,048 72,048 73,119 1.5% Street Lighting 197,037 227,779 233,500 275,200 275,200 270,500 -1.7% Refuse Collection 517,955 563,477 600,300 616,237 616,237 626,544 1.7% TOTAL PUBLIC WORKS $ 2,310,825 $ 2,272,540 $ 2,403,184 $ 2,883,792 $ 2,883,792 $ 2,988,376 3.6% TRANSIT Bus 10,000 40,000 41,250 5,000 5,000 35,000 600.0% TOTAL TRANSIT 10,000 40,000 41,250 5,000 5,000 35,000 600.0% RECREATION AND CULTURE Senior Center 97,547 97,115 99,124 102,572 102,572 103,715 1.1% Park Operations 570,639 706,934 775,738 892,648 892,648 921,540 3.2% Park Ballfields 18,149 16,971 20,538 27,300 27,300 27,300 0.0% Shade Tree 68,891 104,990 75,800 65,426 65,426 74,900 14.5% Library 36,764 36,176 44,823 38,000 38,000 40,249 5.9% TOTAL RECREATION AND CULTURI $ 791,990 $ 962,186 $ 1,016,023 $ 1,125,946 $ 1,125,946 $ 1,167,704 3.7% UNALLOCATED Insurance 12,584 8,082 7,226 8,512 8,512 7,731 -9.2% TOTAL UNALLOCATED $ 12,584 $ 8,082 $ 7,226 $ 8,512 $ 8,512 $ 7,731 -9.2% OTHER USES Operating Tranfers $ 293,000 $ 297,012 $ - $ - $ - $ - TOTAL OTHER USES $ 293,000 $ 297,012 $ - $ - $ - $ - --- TOTAL EXPENDITURES $ 6,749,351 $ 7,012,381 $ 6,992,812 $ 7,842,000 $ 7,842,000 $ 8,248,000 5.2%I FUND BALANCE - JANUARY 1 $ 3,914,563 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 6,276,716 $ 6,276,716 Excess (Deficiency) of Revenues over Expenditures 416,495 655,738 1,289,920 - - - FUND BALANCE - DECEMBER 31 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 6,276,716 $ 6,276,716 $ 6,276,716 28 12018 Budget Draft REVENUES: 9-07 1 2014 2015 2016 2017 2017 2018 % I ACCOUNT NUMBER REVENUE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-00000-310110 CURRENT AD VALOREM TAXES $5,483,145 $5,840,880 $6,152,157 $ 6,291,000 $ 6,291,000 $ 6,617,000 5.2%1 1101-00000-310210 DELINQUENT AD VALOREM TAXES 24,140 46,786 31,704 --- 1 1101-00000-310310 MOBILE HOME TAX 17,575 15,077 16,324 14,500 14,500 15,000 3.4%1 1101-00000-319100 PENALTY & INTEREST - TAXES 3,098 3,512 4,244 5,000 5,000 4,000 -20.0%I 1101-41000-322720 FIBER OPTIC FRANCHISE FEE 0 0 0 500 500 0 -100.0%I 1101-00000-322640 ELECTRIC FRANCHISE FEE (Offset) 216,500 216,500 263,900 263,900 263,900 270,500 2.5%1 1101-41000-321110 LIQUOR LICENSE 44,612 45,640 45,895 48,000 48,000 45,500 -5.2%1 1101-41000-321120 BEER LICENSE 964 1,013 1,013 900 900 1,100 22.2%1 1101-41000-321510 OTHER BUS LIC & PEMITS 3,707 2,545 5,295 3,500 3,500 4,000 14.3%1 1101-42400-322110 BUILDING PERMITS 315,466 395,024 598,983 315,000 315,000 335,000 6.3%1 1101-41910-322120 VARIANCES/CONDITIONAL USES 2,600 2,100 1,100 1,100 0 -100.0%I 1101-42400-322140 DRIVEWAY PERMIT 25 75 30 150 150 150 0.0%I 1101-43000-322150 GRADING PERMIT 200 200 0 -100.0%1 1101-42400-322300 MOBILE HOME PERMIT 95 325 180 200 200 0 -100.0%1 1101-43000-322320 Excavation Permits 3,850 6,125 7,125 3,000 3,000 4,500 50.0%1 1101-43000-322330 Right-of-way permits 3,158 2,677 3,144 2,500 2,500 2,500 0.0%I 1101-42400-322600 SIGN/BANNER PERMIT 4,025 4,135 5,694 4,500 4,500 4,500 0.0%I 1101-42700-322410 ANIMAL LICENSES 307 1,175 1,243 350 350 1,500 328.6%1 1101-00000-334040 PERA INCREASE AID 6,741 6,741 6,741 6,740 6,740 6,740 0.0%I 1101-43000-334100 STATEHWYAID- OPERATING 111,280 125,258 131,898 107,000 107,000 125,000 16.8%1 1101-42202-334200 FIRE DEPT AID - OPERATING 108,186 120,027 123,656 120,000 120,000 120,000 0.0%I 1101-42100-334210 POLICE DEPT AID - OPERATING 63,205 66,814 68,710 63,000 63,000 66,000 4.8%1 1101-43000-336010 COUNTY OPER GRANT - STR/HWY 0 19,642 55,780 19,000 19,000 19,000 0.0%I 1101-42500-336010 COUNTY OPER GRANT - CIVIL DEF 13,157 2,221 2,220 12,000 12,000 2,200 -81.7%I 1101-00000-334240 Other State/Federal Grants 0 0 0 17,000 1 1101-43230-336020 County Oper. Grant - Recycling 18,122 13,976 18,000 18,000 18,500 2.8%I 1101-41910-341030 ZONING/SUBDIVISION FEES 1,200 1,050 700 700 -100.0%I 1101-41000-341050 SALE OF MAPS & PUBLICATIONS 25 25 -100.0%I 1101-41000-341070 ASSESSMENT SEARCHES 8,174 11,100 12,760 2,500 2,500 7,500 200.0%1 1101-42400-341080 BLIGHT NOTICE FEE (1,650) 350 320 0 0 0 --- 1 1101-41910-341160 FINAL PLAT FEE 250 150 0 0 0 0 --- 1 1101-41910-341170 PLANNING ADMIN FEE 550 900 5,950 600 600 1,000 66.7%1 1101-41520-341081 NSF FEE 90 30 0 0 0 0 --- 1 1101-42400-349660 INSPECTION FEES/CONST OBS 983 875 1,565 800 800 800 0.0%1 1101-42400-342050 CONTRACTOR LICENSING FEE 1,825 1,075 825 100 100 200 100.0%1 1101-42200-342020 FIRE PROTECTION TWP CONTR 124,227 126,439 131,717 126,445 126,445 130,000 2.8%1 1101-42200-342021 FIRE-EMERG RESPONSE CALLS 4,883 11,250 4,900 4,500 4,500 4,900 8.9%I 1101-42200-342022 FIRE - OTHER FEES 2,050 2,165 3,814 2,000 2,000 2,000 0.0%I 1101-42400-342100 BLIGHT/MOWING FEES (559) 975 450 1,000 1,000 500 -50.0%1 1101-42400-342110 RENTAL HOUSING FEES 55,030 45,861 49,070 45,000 45,000 47,000 4.4%1 1101-42700-342140 ANIMAL CONTROL FEES 34,462 36,869 36,089 34,000 34,000 36,000 5.9%1 1101-46102-343050 TREE & BRUSH REMOVAL CHARGE 2,200 6,755 3,290 2,000 2,000 2,500 25.0%I 1101-43230-344090 GARBAGE FEE - TAXABLE 44,993 90,310 89,656 90,000 90,000 89,000 -1.1%j 1101-43230-344100 GARBAGE Miscellaeous 17,488 260 0 0 0 0 --- 1 1101-43230-344110 GARBAGE SURCHARGE - NO TAX 2,340 240 300 2,500 2,500 0 -100.0%I 1101-45203-347710 FIELD/TOURNEYFEES 4,019 4,593 5,679 4,000 4,000 6,000 50.0%1 1101-45201-347100 PARK RENTAL FEES 5,099 6,245 4,912 5,000 5,000 5,000 0.0%1 1101-41910-349600 CONST/ENGIN COST REIMB 0 0 0 --- 1 1101-41910-349650 DEVELOPER COST REIMB 2,843 1,044 0 0 0 --- 1 1101-42100-351510 Court Fines 46,844 41,761 30,150 42,000 42,000 36,000 -14.3%1 1101-42700-351040 ANIMAL IMPOUND FINES 400 713 506 300 300 500 66.7%1 1101-41000-351050 LIQUOR LICENSE VIOLATION 1,500 0 0 0 0 0 --- 1 1101-00000-361010 S.A.PRINCIPAL- COUNTY 22,808 1,330 275 300 300 300 0.0%1 1101-00000-362110 INTEREST EARNINGS 145,211 64,038 99,236 80,000 80,000 80,000 0.0%1 1101-41523-362130 INT EARN - SWAN RIVER 5,543 0 0 0 --- 1 1101-00000-347110 GEN CITY PROPERTY RENTAL 1,600 1,600 1,600 1,600 1,600 1,600 0.0%I 1101-00000-347115 GEN CITY BILLBOARD RENTAL 20,146 2,150 21,149 21,000 21,000 21,000 0.0%1 1101-45201-362900 Parks Miscellaneous 2,520 15,295 3,300 0 0 0 --- 1 1101-41941-362230 LEASE REVENUE 37,511 22,500 24,006 15,000 15,000 15,000 0.0%1 1101-43000-362230 Lease - Communication Tower 8,000 22,180 24,905 24,720 24,720 25,000 1 1101-00000-362300 CONTRIBUTIONS 4,000 18,833 3,100 2,500 2,500 2,500 0.0%1 1101-00000-362400 SALE OF GEN CITY PROPERTY 1,994 32,304 21,830 500 500 1,000 100.0%1 1101-42400-362420 SALE OF LOCK BOXES/PUB SAF 855 1,368 1,710 800 800 800 0.0%I 1101-46102-362440 Tree Sales 5,600 6,026 7,533 0 0 7,000 --- 1 1101-41000-362500 COPIES/LISTS (TAXABLE) 21 48 19 70 70 50 -28.6%I 1101-00000-362900 REFUNDS/REIMBURSEMENTS 2,793 0 0 10,000 10,000 0 -100.0%I 1101-00000-362940 ASSESSMENT FEE REIMBURS 24,675 23,026 24,150 0 0 20,000 --- 1 1101-43000-362990 Miscellaneous Pubic Works 8,981 19,440 0 0 0 --- 1 1101-42200-362300 Fire Contributions 11,400 0 7,852 0 0 0 --- 1101-00000- Insurance Claims/dividends 52,237 47,737 73,133 0 0 0 --- 1 1101-00000-362970 Purchase Card Rebates 0 13,029 23,026 12,000 12,000 15,000 1 1101-00000-362990 OTHER MISC REVENUE 6,752 47,937 38,019 10,000 10,000 10,160 1.6%1 101-00000-392000 TRANSFERS FROM OTHER FDS 0 0 0 --- I TOTAL REVENUES $7,165,846 $7,668,119 $8,282,732 $7,842,000 $7,842,000 $8,248,000 5.2%1 29 12018 Budget Draft EXPENDITURES: 9-07-2017 1 2014 2015 2016 2017 2017 2018 % 1ACCOUNT NUMBER COUNCIL ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-41110-410300 SALARIES, PART-TIME - REG $ 37,200 $ 37,200 $ 37,200 $ 37,200 $ 37,200 $ 37,200 0.00%1 1101-41110-412100 PERA CONTRIBUTIONS 1,500 1,140 1,140 1,500 1,500 1,500 0.00%1 1101-41110-412200 FICA CONTRIBUTIONS 985 1,432 1,432 1,650 1,650 1,650 0.00%1 1101-41110-415100 Workers Compensation Insurance 150 150 156 150 150 150 0.00%1 1101-41110-431990 MISC PROF $VCS 1,882 1,575 1,420 1,800 1,800 1,800 0.00%1 1101-41110-433100 Travel/Training Expense 57 25 2,045 4,500 4,500 4,500 0.00%1 1101-41110-441200 BUILDING/ROOM RENTAL 10,000 10,000 10,000 10,000 10,000 10,000 0.00%1 1101-41110-443300 DUES, MEMBERSHIP & SUBSCRI 230 230 230 250 250 250 0.00%1 1101-41110-443990 MISC OTHER EXPENSE 178 820 641 300 300 300 0.00%1 1 I TOTAL EXPENDITURES $ 52,182 $ 52,572 $ 54,264 $ 57,350 $ 57,350 $ 57,350 0.00%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 1ADMINISTRATIVE ADMINISTRATIVE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-41310-410100 SALARIES, FULL TIME - REG $159,231 $180,996 $179,976 $243,660 $243,660 $249,070 2.22%1 1101-41310-410200 SALARIES, FULL TIME - OT 852 3,155 1,637 1,800 1,800 1,800 0.00%1 1101-41310-410900 SALARIES, OTHER 962 520 784 0 0 0 --- 1 1101-41310-411100 Benefit Accrual - Severance 2,055 7,751 11,732 3,000 3,000 3,000 0.00%1 1101-41310-412100 PERA CONTRIBUTIONS 11,327 12,757 13,161 18,635 18,635 19,040 2.17%1 1101-41310-412200 FICA CONTRIBUTIONS 11,582 13,335 13,209 19,007 19,007 19,421 2.18%1 1101-41310-413100 HEALTH/DENTAL/LIFE INSURAN 27,031 22,444 29,209 52,320 52,320 53,850 2.92%1 1101-41310-415100 Workers Compensation Insurance 1,045 1,106 994 1,299 1,299 1,350 3.93%1 1101-41310-421990 GENERAL OPERATING SUPPLIES 30 234 985 12,300 12,300 12,300 0.00%1 1101-41310-424100 SMALL TOOLS & EQUIPMENT 0 0 0 2,000 2,000 2,000 0.00%1 1101-41310-431950 PROF SRV - NEWSLETTER 6,353 6,836 6,775 7,000 7,000 7,000 0.00%1 1101-41310-431990 MISC PROFESSIONAL SERVICES 9,883 1,170 1,833 3,500 3,500 2,500 -28.57%1 1101-41310-432100 TELEPHONE 600 600 1,186 780 780 780 0.00%1 1101-41310-432150 IT Services 18,488 18,996 17,456 25,205 25,205 21,892 -13.14%1 1101-41310-432200 Mail & Delivery Services 7 2 11 2,000 2,000 2,000 0.00%1 1101-41310-433100 Travel/Training Expense 2,214 933 2,633 3,800 3,800 3,800 0.00%1 1101-41310-435100 GENERAL PUBLIC INFORMATION 2,215 3,267 2,780 2,950 2,950 2,950 0.00%1 1101-41310-436100 Insurance - Liability/Property/Vehicle 909 681 359 2,703 2,703 2,703 0.00%1 1101-41310-443300 DUES, MEMBERSHIP & SUBSCRI 25,255 37,520 40,479 38,020 38,020 38,020 0.00%1 1101-41310-443990 MISC OTHER EXPENSE 306 217 2,043 1,834 1,834 2,252 22.79%1 1101-41310-444140 101-45130-444140 Community Celebr, 688 2,199 5,684 2,500 2,500 2,500 0.00%1 1 TOTAL EXPENDITURES $281,033 $314,719 $332,926 $444,313 $444,313 $448,228 0.88%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1CITY CLERK CITY CLERK ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-41410-410100 SALARIES, FULL TIME - REG $38,550 $13,667 $33,009 $65,357 $65,357 $69,761 6.74%1 1101-41410-410200 SALARIES, FULL TIME - OT 2,087 497 4,330 0 0 4,000 --- 1 1101-41410-410400 SALARIES, TEMPORARY - REG 0 6,324 0 0 0 0 --- 1 1101-41410-411100 Benefit Accrual- Severance 0 2,633 0 1,000 1,000 1,000 0.00%1 1101-41410-412100 PERA CONTRIBUTIONS 2,950 696 2,801 4,977 4,977 5,607 12.66%1 1101-41410-412200 FICA CONTRIBUTIONS 2,884 1,386 2,764 5,076 5,076 5,719 12.67%1 1101-41410-413100 HEALTH/DENTAL/LIFE INSURAN 9,788 879 7,449 13,782 13,782 14,184 2.92%1 1101-41410-415100 Workers Compensation Insurance 113 118 611 354 354 378 6.78%1 1101-41410-421990 GENERAL OPERATING SUPPLIES 632 0 0 0 0 1,500 --- 1 1101-41410-424100 SMALL TOOLS & EQUIPMENT 0 0 0 12,000 12,000 0 -100.00%1 1101-41410-431900 MAINTENANCE AGREEMENTS 885 885 885 1,000 1,000 1,000 0.00%1 1101-41410-431990 MISC PROFESSIONAL SERVICES 10,694 0 8,148 0 0 10,000 --- 1 1101-41410-432150 IT Services 2,483 2,545 5,950 8,203 8,203 13,017 58.69%1 1101-41410-432200 Mail & Delivery Services 272 0 583 300 300 300 0.00%1 1101-41410-433100 Travel/Training Expense 1,069 0 607 1,200 1,200 1,000 -16.67%1 1101-41410-435100 LEGAL NOTICE PUBLICATION 1,039 0 1,103 0 0 1,100 --- 1 1101-41410-436100 Insurance - Liability/Property/Vehicle 96 28 119 343 343 343 0.00%1 1101-41410-441500 EQUIPMENT RENTAL 480 0 536 0 0 1,000 --- 1 1101-41410-443990 MISC OTHER EXPENSE 1,572 0 1,071 1,500 1,500 1,800 20.00%1 1 TOTAL EXPENDITURES $75,594 $29,658 $69,966 $115,092 $115,092 $131,709 14.44%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 IFINANCE FINANCE ACTUAL ACTUAL ACTUAL BUDGET r'KuutL' i tU BUDGET CHANGE 1 1101-41520-410100 SALARIES, FULL TIME - REG $241,756 $227,017 $239,267 $267,315 $267,315 $281,272 5.22%1 1101-41520-410200 SALARIES, FULL TIME - OT 1,758 595 430 1,000 1,000 600 -40.00%1 1101-41520-410310 SALARIES, PART-TIME - OT 47 0 0 0 0 0 --- 1 1101-41520-410900 SALARIES, OTHER 962 9,738 0 0 0 0 --- 1 1101-41520-411100 Benefit Accrual - Severance 2,903 2,638 0 2,000 2,000 2,000 0.00%1 1101-41520-412100 PERA CONTRIBUTIONS 17,306 17,071 17,938 20,274 20,274 21,290 5.01%1 1101-41520-412200 FICA CONTRIBUTIONS 17,994 17,244 17,869 20,679 20,679 21,716 5.01%1 1101-41520-413100 HEALTH/DENTAL/LIFE INSURAN 30,805 34,975 41,659 56,929 56,929 58,668 3.05%1 1101-41520-414200 U. C. BENEFIT PAYMENTS 2,355 3,211 0 0 0 0 --- 1 1101-41520-415100 Workers Compensation Insurance 1,363 1,411 1,282 1,449 1,449 1,525 5.24%1 1101-41520-421990 GENERAL OPERATING SUPPLIES 3,222 1,777 1,952 2,500 2,500 2,500 0.00%1 1101-41520-424100 SMALL TOOLS & EQUIPMENT 0 0 0 800 800 700 -12.50%1 1101-41520-431990 MISC PROFESSIONAL SERVICES 1,502 728 660 1,500 1,500 1,400 -6.67%1 1101-41520-432100 TELEPHONE 600 600 780 780 780 780 0.00%1 1101-41520-432150 IT Services 38,165 37,047 38,924 40,836 40,836 37,987 -6.98%1 1101-41520-432200 Mail & Delivery Services 1,006 897 1,077 1,200 1,200 1,100 -8.33%1 1101-41520-433100 Travel/Training Expense 2,149 3,562 3,856 7,000 7,000 6,500 -7.14%1 1101-41520-435100 GENERAL PUBLIC INFORMATION 0 743 1,506 800 800 800 0.00%1 30 1101-41520-436100 Insurance - Liability/Property/Vehicle 2,206 1,738 1,181 1,213 1,213 1,213 0.00%1 1101-41520-443300 DUES, MEMBERSHIP & SUBSCRI 1,283 1,146 846 1,400 1,400 1,200 -14.29%1 101-41520-443350 SPEC ASMT FEES - COUNTY 0 0 0 800 800 0 -100.00% 101-41520-443980 BANK CHARGES 13,440 15,040 24,047 16,000 16,000 24,500 53.13% 101-41520-443990 MISC OTHER EXPENSE 4,840 689 480 900 900 900 0.00% 101-41910-410200 TOTAL EXPENDITURES $385,662 $377,867 $393,754 $445,375 $445,375 $466,651 4.78% 101-41910-410300 GENERAL FUND 2014 2015 2016 2017 2017 2018 % AUDIT AUDIT ACTUAL ACTUAL ACTTUAL BUDGET PROJ39,273 BUDGET CHANGE 101-41540-430100 PROF SRV - AUDIT 53,541 6,641 6,738 6,835 7,081 42,000`�ECTED 42,000 42,000 0.00%1 101-41910-413100 TOTAL XPENDITURES $53,541 $37,798 $39,273 $42,000 $42,000 142,000 0.00%1 101-41910-415100 GENERAL FUND 2014 2015 2016 2017 2017 2018 1/6 1ASSESSING ASSESSING ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1101-41550-431250 PROF SRV - ASSESSING $49,832 $50,466 $50,415 $52,015 $52,015 $65,000 24.96%1 1101-41550-435100 GENERAL PUBLIC INFORMATION 0 0 0 100 100 0 -100.00%1 101-41910-432200 TOTAL EXPENDITURES $49,832 $50,466 $50,415 $52,115 $52,115 $65,000 24.72%1 101-41910-433100 101-41910-435100 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1CITYATTORNEY LEGAL ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-41610-430400 PROF SRV - CIVIL LEGAL FEES $29,303 $36,946 $29,152 $37,000 $37,000 $38,000 2.70%1 1101-41610-435100 LEGAL NOTICE PUBLICATION 0 0 0 1,000 1,000 0 -100.00%1 1 TOTAL EXPENDITURES $29,303 $36,946 $29,152 $38,000 $38,000 $38,000 0.00%1 1 CITY HALL SALARIES, FULL TIME - REG ACTUAL $67,803 ACTUAL $77,351 ACTUAL $71,956 BUDGET $4,821 PROJECTED $4,821 BUDGET $0 CHANGE -100.00% 101-41940-410200 GENERAL FUND 2014 2015 2016 2017 2017 2018 -100.00% 1HUMAN RESOURCES HUMAN RESOURCES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-41800-410100 SALARIES, FULL TIME - REG $59,344 $62,334 $66,517 $71,245 $71,245 $73,585 3.28%1 1101-41800-410900 SALARIES, OTHER 0 6,632 0 0 0 0-- 1 1101-41800-411100 Benefit Accrual- Severance 0 0 0 1,000 1,000 1,000 0.0000 1101-41800-412100 PERA CONTRIBUTIONS 4,310 4,675 4,989 5,418 5,418 5,594 3.25%1 101-41800-412200 FICA CONTRIBUTIONS 4,309 4,642 5,032 5,527 5,527 5,706 3.24% 101-41800-413100 HEALTH/DENTAL/LIFE INSURAN 2,751 13,634 15,239 16,250 16,250 16,727 101-41800-413500 FLEX BENEFITS 0 0 1,044 0 0 0 1101-41800-415100 Workers Compensation Insurance 274 296 334 386 386 399 3.37%1 1101-41800-421990 GENERAL OPERATING SUPPLIES 356 500 1,121 600 600 600 0.00% 101-41800-430400 PROF SRV - LEGAL FEE 1,378 508 72 1,000 1,000 1,000 0.00% 101-41800-431900 PROF SRV - MAINT AGREEMENT 0 0 0 0 6,400 101-41Rn0-d319Rn PROP SRV - TRAINING; R F13 1d d9.ri 10 7d7 9 Ono 9 Ono ii 900 39 99% 101-41800-432150 IT Services 5,387 5,388 5,708 5,201 5,201 4,830 -7.13% 101-41800-433100 1101-41800-436100 1101-41800-443300 TraveVTraining Expense Insurance - Liability/Property/Vehicle DUES, MEMBERSHIP & SUBSCRI 587 467 1,254 1,201 349 885 409 191 1,185 3,370 191 900 3,370 191 900 1,000 191 1,225 -70.33% 0.00%1 36.11%1 101-41800-443990 MISC OTHER EXPENSE TOTAL EXPENDITURES 1,635 $90,565 1,780 $117,249 2,728 $116,522 2,200 $124,288 2,200 $124,288 2,200 $132,957 0.00% 6.97% 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 PLANNING&ZONING 101-41910-410100 PLANNING&ZONING SALARIES, FULL TIME - REG ACTUAL $80,430 ACTUAL $87,146 ACTUAL $88,919 BUDGET $99,755 PROJECTED $99,755 BUDGET $104,872 CHANGE 5.13% 101-41910-410200 SALARIES, FULL TIME - OT 164 1,088 77 0 0 0 --- 101-41910-410300 SALARIES, PART-TIME - REG 2,850 2,350 3,100 0 0 0 --- 101-41910-410900 1101-41910-411100 SALARIES, OTHER SEVERANCE PAY 0 0 12,648 0 0 784 0 1,000 0 1,000 0 1,000 --- 0.00%1 1101-41910-412100 101-41910-412200 PERA CONTRIBUTIONS FICA CONTRIBUTIONS 5,871 5,618 6,641 6,738 6,835 7,081 7,557 7,708 7,557 7,708 7,940 8,099 5.07% 5.07% 101-41910-413100 HEALTH/DENTAL/LIFE INSURAN 20,453 15,690 16,645 18,660 18,660 19,205 2.92% 101-41910-415100 Workers Compensation Insurance 371 409 468 541 541 568 4.99% 101-41910-421990 1101-41910-430300 GENERAL OPERATING SUPPLIES PROF SRV - ENGINEERING FEE 16 5,372 345 0 117 0 200 4,000 200 4,000 200 4,000 0.00% 0.00%1 101-41910-430400 101-41910-431990 PROF SRV - LEGAL FEES MISC PROFESSIONAL SERVICES 8,871 57,182 7,751 71,971 2,962 46,908 6,000 52,000 6,000 52,000 6,000 67,000 0.00% 28.85% 101-41910-432150 IT Services 6,756 6,795 7,443 12,273 12,273 12,283 0.08% 101-41910-432200 Mail & Delivery Services 721 527 698 500 500 500 0.00% 101-41910-433100 101-41910-435100 raveVTraining Expense LEGAL NOTICE PUBLICATION 954 5,242 669 3,832 1,234 5,989 1,000 1,500 1,000 1,500 1,000 1,500 0.00% 0.00% 101-41910-435100 GENERAL PUBLIC INFORMATION 0 0 0 0 0 0 101-41910-436100 1101-41910-443300 Insurance - Liability/Property/Vehicle DUES, MEMBERSHIP & SUBSCRI 18,135 1,055 19,721 560 18,384 926 17,554 600 17,554 600 18,073 600 0.00%1 101-41910-443990 MISC OTHER EXPENSE TOTAL EXPENDITURES 19 $220,080 95 $244,976 1,603 $210,173 0 $230,848 0 $230,848 0 $252,840 --- 9.53% 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 1CITY HALL 101-41940-410100 CITY HALL SALARIES, FULL TIME - REG ACTUAL $67,803 ACTUAL $77,351 ACTUAL $71,956 BUDGET $4,821 PROJECTED $4,821 BUDGET $0 CHANGE -100.00% 101-41940-410200 SALARIES, FULL TIME - OT 487 1,746 919 100 100 0 -100.00% 101-41940-410300 SALARIES, PART-TIME - REG 7,039 2,442 2,286 0 0 0 --- 101-41940-410900 1101-41940-411100 SALARIES, OTHER Benefit Accrual - Severance 0 0 2,631 0 0 784 0 500 0 500 0 0 --- -100.00%1 1101-41940-412100 1101-41940-412200 PERA CONTRIBUTIONS FICA CONTRIBUTIONS 5,470 5,165 6,116 5,840 5,685 5,490 407 415 407 415 0 0 -100.00% -100.00%1 101-41940-413100 1101-41940-415100 HEALTH/DENTAL/LIFE INSURAN Workers Compensation Insurance 27,649 458 23,344 484 22,263 169 1,369 189 1,369 189 0 0 -100.00% -100.00% 101-41940-421990 GENERAL OPERATING SUPPLIES 11,745 10,978 11,890 0 0 0 31 1101-41940-424100 SMALL TOOLS & EQUIPMENT 563 2,162 0 0 0 2,500 --- 1101-41940-431100 PROF SRV - CUSTODIAL 0 0 0 0 0 3,528 --- 1101-41940-431900 MAINTENANCE AGREEMENTS 501 180 0 0 0 0 --- 1101-41940-431990 MISC PROFESSIONAL SERVICES 1,569 796 179 0 0 0 --- 1101-41940-432100 TELEPHONE 300 0 0 0 0 0 --- 1101-41940-432150 IT Services 5,712 5,909 5,971 0 0 0 --- 1101-41940-432200 Mail & Delivery Services 1,433 1,724 1,553 0 0 0 --- 1101-41940-433100 Travel/Training Expense 69 45 556 0 0 0 --- 1101-41940-435100 GENERAL PUBLIC INFORMATION 655 655 669 0 0 0 --- 1101-41940-436100 Insurance - Liability/Property/Vehicle 445 1,301 2,403 0 0 0 --- 1101-41940-437100 PROPERTY TAXES 9,536 9,843 20,072 10,000 10,000 20,000 100.00%1 1101-41940-438100 Utilities - Gas/Electricity 28,616 26,717 25,073 33,000 33,000 33,000 0.00%1 1101-41940-438200 WATER/SEWER 191 196 239 250 250 250 0.00%1 1101-41940-440100 REPAIR & MTC - BUILDINGS 125 178 840 7,908 7,908 7,500 -5.16%1 1101-41940-440440 REPAIR & MTC - MACH & EQUI 66 90 387 200 200 200 0.00%1 1101-41940-441500 EQUIPMENT RENTAL (postage eq) 2,684 2,257 2,257 2,400 2,400 2,300 -4.17%1 1101-41940-443300 DUES, MEMBERSHIP & SUBSCRI 380 454 400 0 0 0 --- 1 1101-41940-443990 MISC OTHER EXPENSE 8,172 558 949 200 200 200 0.00%1 1 TOTAL EXPENDITURES $186,833 $183,997 $182,990 $61,759 $61,759 $69,478 12.50%1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1PRAIRIE CENTER BLD PRAIRIE CENTER BLDG. ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-41941-421990 GENERAL OPERATING SUPPLIES 114 60 313 750 750 750 0.00%1 1101-41941-431100 Custodial services 2,592 1 1101-41941-431050 Lawn Service 826 0 0 0 0 0 --- 1 1101-41941-431900 MAINTENANCE AGREEMENTS 150 1,635 713 500 500 500 0.00%1 1101-41941-431990 MISC PROFESSIONAL SERVICES 207 311 300 500 500 500 0.00%1 1101-41941-432150 IT Services 249 262 296 301 301 472 56.81%1 1101-41941-436100 Insurance - Liability/Property/Vehicle 2,086 1,961 1,610 1,590 1,590 1,589 -0.06%1 1101-41941-437100 PROPERTY TAXES 4,028 3,528 0 0 0 0 --- 1 1101-41941-438100 Utilities - Gas/Electricity 5,822 3,962 3,595 7,000 7,000 7,000 0.00%1 1101-41941-438200 WATER/SEWER 329 196 270 200 200 200 0.00%1 1101-41941-440100 REPAIR & MTC - BUILDINGS 598 1,412 1,820 2,000 2,000 2,000 0.00%1 1 TOTAL EXPENDITURES $14,409 $13,327 $8,917 $12,841 $12,841 $15,603 21.51%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 I % 1 ILAW ENFORCEMENT LAW ENFORCEMENT ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-42100-430410 PROF SRV - CRIMINAL LEGAL 46,844 41,761 31,150 43,000 43,000 43,000 0.00%1 1101-42100-430500 PROF SRV - LAW ENFORCEMENT $1,095,000 $1,130,040 $1,177,056 $1,217,640 $1,217,640 $1,314,432 7.95%1 1101-42100-431990 MISC PROFESSIONAL SERVICES 1,677 863 2,103 1,500 1,500 1,500 0.00%1 1101-42100-432150 IT Services 1,726 1,775 1,771 1,808 1,808 1,265 -30.03%1 1 TOTAL EXPENDITURES $1,145,247 $1,174,439 $1,212,080 $1,263,948 $1,263,948 $1,360,197 7.61%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % I (FIRE FIRE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-42200-410100 SALARIES, FULL TIME - REG $138 $1,422 $0 $0 $0 $0 --- 1 1101-42200-410300 SALARIES, PART-TIME - REG 87,416 85,317 84,880 102,000 102,000 97,000 -4.90%1 1101-42200-410900 SALARIES, OTHER 23,022 16,340 15,752 22,000 22,000 22,000 0.00%1 1101-42200-412100 PERA CONTRIBUTIONS 9 107 0 0 0 0 --- 1 1101-42200-412200 FICA CONTRIBUTIONS 8,437 7,821 7,634 9,486 9,486 9,104 -4.03%1 1101-42200-413100 HEALTH/DENTAL/LIFE INSURAN 0 315 1,290 0 0 0 --- 1 1101-42200-415100 Workers Comppensation Insurance 23,309 21,027 23,357 28,602 28,602 28,602 0.00%1 1101-42200-421120 STAFF CLOT1iING 8,670 11,044 3,539 20,000 20,000 56,000 180.00%1 1101-42200-421200 MOTOR FUELS 6,508 4,459 3,117 6,500 6,500 5,500 -15.38%1 1101-42200-421300 LUBRICANTS & ADDITIVES 145 0 0 100 100 0 -100.00%1 1101-42200-421990 GENERAL OPERATING SUPPLIES 26,908 22,992 23,654 27,500 27,500 27,500 0.00%1 1101-42200-422100 EQUIPMENT REPAIR PARTS 1,899 60 2,164 3,000 3,000 3,000 0.00%1 1101-42200-422110 VEHICLE REPAIR PARTS 2,421 1,994 1,041 1,500 1,500 2,000 33.33%1 1101-42200-422300 BUILDING REPAIR SUPPLIES 33 134 0 1,000 1,000 1,500 50.00%1 1101-42200-422990 MISC REPAIR & MTC SUPPLIES 740 205 321 700 700 700 0.00%1 1101-42200-424100 SMALL TOOLS & EQUIPMENT 3,000 13,152 0 10,000 10,000 5,000 -50.00%1 1101-42200-431100 PROF SRV - CUSTODIAL 1,000 0 0 1,200 1,200 1,200 0.00%1 1101-42200-431900 MAINTENANCE AGREEMENTS 419 224 395 500 500 500 0.00%1 1101-42200-431990 MISC PROFESSIONAL SERVICES 11,793 13,976 16,813 14,500 14,500 14,500 0.00%1 1101-42200-432100 TELEPHONE 960 2,213 2,393 960 960 990 3.13%1 1101-42200-432150 IT Services 6,675 6,912 7,202 8,137 8,137 6,896 -15.25%1 1101-42200-432200 Mail & Delivery Services 196 182 26 100 100 100 0.00%1 1101-42200-433100 Travel/Training Expense 10,367 16,397 11,709 12,500 12,500 12,500 0.00%1 1101-42200-436100 Insurance - Liability/Property/Vehicle 6,756 7,913 8,049 7,925 7,925 7,924 -0.01%1 1101-42200-436990 MISC GENERAL INSURANCE 1,562 96 2,596 1,500 1,500 1,500 0.00%1 1101-42200-438100 Utilities - Gas/Electricity 13,148 9,902 9,184 12,000 12,000 10,500 -12.50%1 1101-42200-438200 WATER/SEWER 663 606 653 800 800 800 0.00%1 1101-42200-440100 REPAIR & MTC - BUILDINGS 476 2,481 831 2,500 2,500 2,500 0.00%1 1101-42200-440440 REPAIR & MTC - MACH & EQUI 2,521 1,601 7,304 3,500 3,500 3,500 0.00%1 1101-42200-440500 REPAIR & MTC - VEHICLES 11,931 18,762 12,632 12,000 12,000 14,000 16.67%1 1101-42200-451800 CITY EQUIPMENT FUND - 441800 41,300 41,300 41,300 41,300 41,300 41,300 0.00%1 1101-42200-443300 DUES, MEMBERSHIP & SUBSCRI 980 622 57 1,300 1,300 1,300 0.00%1 1101-42200-443700 LICENSES & PERMITS 618 260 317 400 400 400 0.00%1 1101-42200-443990 MISC OTHER EXPENSE 2,759 134 800 2,300 2,300 2,300 0.00%1 1 TOTAL EXPENDITURES $306,779 $309,970 $289,010 $355,810 $355,810 $380,616 6.97%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % I 1FIRE RELIEF ASSN FIRE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 32 33 FIRE RELIEF ASSN AID 08 6 20121 6 20 20 120 000 1101-42202-443950 TOTAL EXPENDITURESKtIM6 108,186 120,027 1123 123,656 120,000 120,000 120,000 0.00% GENERAL FUND 2014 2015 2016 2017 2017 2018 % IBUILDING INSPECTIONS BUILDING INSPECTIONS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1101-42400-410100 SALARIES, FULL TIME - REG $169,723 $167,336 $224,260 $246,649 $246,649 $257,484 4.39%1 1101-42400-410200 SALARIES, FULL TIME - OT 236 1,986 1,478 1,000 1,000 1,000 0.00%1 1101-42400-410300 SALARIES, PART-TIME - REG 0 11,796 0 0 0 0 --- 1101-42400-410310 SALARIES, PART-TIME - OT 0 17 0 0 0 0 --- 1101-42400-410400 SALARIES, TEMPORARY - REG 6,737 21,227 0 0 0 0 --- 1101-42400-410900 SALARIES, OTHER 0 7,760 0 0 0 0 --- 1101-42400-411100 Benefit Accrual- Severance 0 1,945 8,982 1,500 1,500 1,500 0.00%1 1101-42400-412100 PERA CONTRIBUTIONS 12,343 13,349 16,931 18,686 18,686 19,499 4.35%1 1101-42400-412200 FICA CONTRIBUTIONS 12,751 15,120 17,015 19,060 19,060 19,889 4.35%1 1101-42400-413100 HEALTH/DENTAL/LIFE INSURAN 36,030 33,701 50,820 60,087 60,087 61,845 2.93%1 1101-42400-413500 FLEX BENEFITS 0 0 0 0 0 0 --- 1 1101-42400-415100 Workers Compensation Insurance 807 870 1,137 1,008 1,008 1,052 4.37%1 1101-42400-421110 STAFF CLOTHING 222 500 1,045 1,000 1,000 1,000 0.00%1 1101-42400-421200 MOTOR FUELS 2,309 1,248 1,317 2,000 2,000 2,000 0.00%1 1101-42400-421990 GENERAL OPERATING SUPPLIES 411 3,769 1,499 3,500 3,500 2,600 -25.71%1 1101-42400-424100 SMALL TOOLS & EQUIPMENT 0 0 0 500 500 500 0.00%1 1101-42400-431050 PROF SRV - LAWN SERVICE 1,085 675 650 1,000 1,000 800 -20.00%1 1101-42400-431990 MISC PROFESSIONAL SERVICES 3,433 3,169 1,220 1,000 1,000 1,000 0.00%1 1101-42400-432100 TELEPHONE 1,345 1,502 1,901 1,300 1,300 1,860 43.08%1 1101-42400-432150 IT Services 11,104 11,371 12,497 14,762 14,762 14,025 -4.99%1 1101-42400-432200 Mail & Delivery Services 519 899 684 500 500 600 20.00%1 1101-42400-433100 Travel/Training Expense 1,555 930 2,781 2,610 2,610 2,800 7.28%1 1101-42400-435100 LEGAL NOTICE PUBLICATION 0 0 0 300 300 300 0.00%1 1101-42400-436100 Insurance - Liability/Property/Vehicle 2,185 1,885 1,463 1,565 1,565 1,564 -0.06%1 1101-42400-440100 REPAIR & MTC - BUILDINGS 0 0 607 0 0 0 --- 1 1101-42400-440500 REPAIR & MTC - VEHICLES 307 83 0 1,000 1,000 1,000 0.00%1 1101-42400-441800 CITY EQUIPMENT FUND 3,000 3,000 3,700 4,200 4,200 4,200 0.00%1 1101-42400-443300 DUES, MEMBERSHIP & SUBSCRI 85 300 0 800 800 1,000 25.00%1 1101-42400-443700 LICENSES & PERMITS 208 40 132 300 300 500 66.67%1 1101-42400-443990 MISC OTHER EXPENSE 150 380 185 300 300 300 0.00%1 I TOTAL EXPENDITURES $266,545 $304,858 $350,304 $384,627 $384,627 $398,318 3.56%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 ICIVIL DEFENSE CIVIL DEFENSE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE I 1101-42500-410100 SALARIES, FULL TIME - REG $0 $470 $67 $1,400 $1,400 $1,400 0.00%1 1101-42500-412100 PERA CONTRIBUTIONS 0 35 18 105 105 105 0.00%1 1101-42500-412200 FICA CONTRIBUTIONS 0 35 18 107 107 107 0.00%1 1101-42500-413100 HEALTH/DENTAL/LIFE INSURAN 0 52 0 0 0 0 --- 1 1101-42500-421990 GENERAL OPERATING SUPPLIES 490 0 0 100 100 100 0.00%1 1101-42500-432150 IT Services 599 619 693 577 577 828 1 1101-42500-433100 Travel/Training Expense 265 86 228 300 300 300 0.00%1 1101-42500-438100 Utilities - Gas/Electricity 182 203 210 225 225 225 0.00%1 1101-42500-440440 REPAIR & MTC - MACH & EQUI 125 0 0 750 750 200 -73.33%1 1 TOTAL EXPENDITURES $1,661 $1,500 $1,234 $3,564 $3,564 $3,265 -8.39%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1ANIMALCONTROL ANIMAL CONTROL ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-42700-421990 GENERAL OPERATING SUPPLIES 2,765 1,168 537 3,300 3,300 3,300 0.00%1 1101-42700-424100 SMALL TOOLS & EQUIPMENT 508 0 0 0 0 0 --- 1 1101-42700-431200 PROF SRV - ANIMAL CTRL OFR 38,250 38,423 38,250 39,015 39,015 39,015 0.00%1 1101-42700-431990 MISC PROFESSIONAL SERVICES 488 374 328 400 400 400 0.00%1 1101-42700-432150 IT Services 659 671 693 838 838 1,297 54.77%1 1101-42700-433100 Travel/Training Expense 1,982 2,114 2,039 2,200 2,200 2,200 0.00%1 1101-42700-436100 Insurance - Liability/Property/Vehicle 2,300 2,491 2,403 2,367 2,367 2,365 -0.08%1 1101-42700-438100 Utilities - Gas/Electricity 1,989 1,615 1,809 2,300 2,300 2,300 0.00%1 1101-42700-438200 WATER/SEWER 498 499 637 600 600 600 0.00%1 1101-42700-440100 REPAIR & MTC - BUILDINGS 0 1,284 0 500 500 500 0.00%1 1101-42700-443990 MISC OTHER EXPENSE 0 115 247 0 0 0 --- I TOTAL EXPENDITURES $49,439 $48,754 $46,943 $51,520 $51,520 $51,977 0.89%1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 INATIONAL GUARD NATIONAL GUARD ACTUAL ACTUAL ACTUAL BUDGET r'KuutL' i to BUDGET CHANGE I 1101-42800-421990 GENERAL OPERATING SUPPLIES 204 0 0 300 300 0 -100.00%1 1101-42800-438100 Utilities - Gas/Electricity 3,857 3,438 3,550 5,000 5,000 5,000 0.00%1 1101-42800-441200 BLDG/ROOM RENTAL 10,000 10,000 10,000 10,000 10,000 10,000 0.00%1 TOTAL EXPENDITURES $14,061 $13,438 $13,550 $15,300 $15,300 $15,000 -1.96%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1PW/ADMINSTRATION PW/ADMINISTRATION ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43110-410100 SALARIES, FULL TIME - REG $72,474 $71,632 $68,557 $79,851 $79,851 $120,299 50.65%1 1101-43110-410200 SALARIES, FULL TIME - OT 116 0 862 700 700 700 0.00%1 1101-43110-411100 Benefit Accrual - Severance 0 295 0 0 0 0 --- 1 1101-43110-412100 PERA CONTRIBUTIONS 5,267 5,184 5,027 6,041 6,041 9,075 50.22%1 1101-43110-412200 FICA CONTRIBUTIONS 5,297 5,142 4,954 6,162 6,162 9,256 50.21%1 1101-43110-413100 HEALTH/DENTAL/LIFE INSURAN 11,994 17,938 19,434 20,932 20,932 27,188 29.89%1 1101-43110-415100 Workers Compensation Insurance 942 999 1,164 1,644 1,644 4,395 167.34%1 1101-43110-421990 GENERAL OPERATING SUPPLIES 3,211 2,070 1,912 3,250 3,250 3,000 -7.69%1 1101-43110-424100 SMALL TOOLS & EQUIPMENT 1,126 0 1,729 0 0 0 --- 1 33 1101-43110-431900 MAINTENANCE AGREEMENTS 180 159 0 300 300 0 -100.00%I 1101-43110-431990 MISC PROFESSIONAL SERVICES 195 0 0 10,000 10,000 8,000 -20.00%I 1101-43110-432100 TELEPHONE 36 0 0 600 600 780 30.00%1 1101-43110-432150 IT Services 13,607 13,452 14,559 8,212 8,212 8,429 2.64%1 1101-43110-432200 Mail & Delivery Services 104 174 892 300 300 1,200 300.00%1 1101-43110-433100 Travel/Training Expense 9 9 1,008 1,400 1,400 1,000 -28.57%I 1101-43110-436100 Insurance - Liability/Property/Vehicle 5,593 5,741 6,109 7,239 7,239 7,233 1101-43110-443300 DUES, MEMBERSHIP & SUBSCRI 0 0 0 0 0 0 --- 1101-43110-443700 LICENSES & PERMITS 0 0 120 0 0 0 --- 1101-43110-443990 MISC OTHER EXPENSE 2,000 1,709 0 800 800 500 -37.50%1 1 TOTAL EXPENDITURES $122,151 $124,504 $126,327 $147,431 $147,431 $201,055 36.37%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % JPW/ENGINEERING PW/ENGINEERING ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43111-410100 SALARIES, FULL TIME - REG $21,335 $1,127 $0 $0 $0 $0 --- 1101-43111-410200 SALARIES, FULL TIME - OT 101 0 0 0 0 0 --- 1101-43111-412100 PERA CONTRIBUTIONS 1,544 85 0 0 0 0 --- � 1101-43111-412200 FICA CONTRIBUTIONS 1,498 85 0 0 0 0 --- 1101-43111-413100 HEALTH/DENTAL/LIFE INSURAN 3,388 0 0 0 0 0 --- 1101-43111-414200 Unemployment Compensation 10,880 0 935 0 0 0 --- 1101-43111-415100 Workers Compensation Insurance 18 203 0 0 0 0 --- 1101-43111-421990 GENERAL OPERATING SUPPLIES 373 967 69 0 0 500 --- 1101-43111-424100 SMALL TOOLS & EQUIPMENT 0 2,200 0 0 0 0 --- 1101-43111-430300 Prof Sry - Engineering -Basic 0 31,930 31,930 32,888 3.00%I 1101-43111-430300 ProfSry - Engineering -Other 130,133 82,666 80,729 115,000 115,000 105,000 -8.70%1 1101-43111-430910 PROF SRV - SOFTWARE 0 2,200 0 0 0 --- 1 1101-43111-431990 MISC PROFESSIONAL SERVICES 4,513 0 37 1,500 1,500 500 -66.67%I 1101-43111-432100 TELEPHONE 174 0 0 0 0 0 --- 1 1101-43111-432150 IT Services 14,020 13,234 15,690 18,569 18,569 18,740 0.92%1 1101-43111-432200 Mail & Delivery Services 46 234 604 300 300 300 0.00%I 1101-43111-433100 Travel/Training Expense 155 0 3,151 0 0 0 --- 1 1101-43111-435100 LEGAL NOTICE PUBLICATION 92 0 0 100 100 100 0.00%I 1101-43111-436100 Insurance - Liability/Property/Vehicle 448 442 328 201 201 201 0.00%I 1101-43111-440440 REPAIR & MTC - MACH & EQUI 455 2,637 0 500 500 500 0.00%I 1101-43111-440500 REPAIR & MTC - VEHICLES 0 0 0 0 0 0 --- 1 1101-43111-443300 DUES, MEMBERSHIP & SUBSCRI 6,668 6,675 6,913 6,800 6,800 6,800 0.00%I X101-43111-443990 MISC OTHER EXPENSE 0 0 1,139 0 0 0 --- TOTAL EXPENDITURES $195,841 $110,555 $111,795 $174,900 $174,900 $165,529 -5.36%I GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % JPW/INSPECTIONS PW/INSPECTIONS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43115-410100 SALARIES, FULL TIME - REG $12,824 $13,905 $30,136 $54,826 $54,826 $65,654 19.75%I 1101-43115-410200 SALARIES, FULL TIME - OT 481 0 3,450 3,500 3,500 3,500 0.00%I 1101-43115-411100 Benefit Accrual- Severance 0 1,181 0 1,000 1,000 1,000 0.00%I 1101-43115-412100 PERA CONTRIBUTIONS 1,976 498 2,533 4,449 4,449 5,262 18.27%1 1101-43115-412200 FICA CONTRIBUTIONS 2,031 592 2,576 4,538 4,538 5,367 18.27%1 1101-43115-413100 HEALTH/DENTAL/LIFE INSURAN 2,912 1,416 8,190 16,212 16,212 16,689 2.94%1 1101-43115-415100 Workers Compensation Insurance 2,797 2,941 991 3,963 3,963 4,745 19.73%I 1101-43115-421200 MOTOR FUELS 1,937 600 853 2,000 2,000 2,000 0.00%1 1101-43115-421990 GENERAL OPERATING SUPPLIES 479 0 547 2,600 2,600 2,100 -19.23%I 1101-43115-432100 TELEPHONE 878 472 999 1,000 1,000 540 -46.00%1 1101-43115-432150 IT Services 10,123 10,200 11,249 6,987 6,987 5,500 -21.28%1 1101-43115-433100 Travel/Training Expense 25 0 145 6,500 6,500 5,000 -23.08%I 1101-43115-436100 Insurance - Liability/Property/Vehicle 372 279 169 191 191 191 0.00%I 1101-43115-440500 REPAIR & MTC - VEHICLES 0 0 262 1,000 1,000 1,000 0.00%I 1101-43115-443990 MISC OTHER EXPENSE 32 0 0 0 0 0 --- TOTAL EXPENDITURES $36,867 $32,084 $62,100 $108,766 $108,766 $118,548 8.99%1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % DPW/STREETS & ALLEYS PW/STREETS & ALLEYS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43120-410100 SALARIES, FULL TIME - REG $219,823 $220,577 $231,740 $288,525 $288,525 $298,837 3.57%1 1101-43120-410200 SALARIES, FULL TIME - OT 932 105 606 2,000 2,000 2,000 0.00%I 1101-43120-410300 SALARIES, PART-TIME - REG 0 (1,600) 0 0 0 0 --- 1 1101-43120-410400 SALARIES, TEMPORARY - REG 10,326 30,114 27,141 35,000 35,000 35,000 0.00%1 1101-43120-410500 SALARIES, TEMPORARY - OT 0 255 223 500 500 500 0.00%I 1101-43120-410900 SALARIES, OTHER 3,276 3,162 0 0 0 0 --- 1 1101-43120-411100 Benefit Accrual - Severance 0 0 11,242 2,000 2,000 2,000 0.00%I 1101-43120-412100 PERA CONTRIBUTIONS 16,100 16,358 17,303 21,939 21,939 22,713 3.53%1 1101-43120-412200 FICA CONTRIBUTIONS 16,835 18,828 19,482 25,094 25,094 25,883 3.14%1 1101-43120-413100 HEALTH/DENTAL/LIFE INSURAN 62,498 47,306 53,091 66,013 66,013 67,944 2.93%1 1101-43120-413500 FLEX BENEFITS 0 0 0 0 --- 1 1101-43120-414200 U. C. BENEFIT PAYMENTS 3,738 739 3,725 5,500 5,500 4,500 -18.18%1 1101-43120-415100 Workers Comppensation Insurance 17,360 18,277 17,727 24,007 24,007 24,752 3.10%I 1101-43120-420650 SAFETY SUP PLIES 1,453 1,271 1,721 2,000 2,000 2,000 0.00%1 1101-43120-421110 STAFF CLOTHING 463 245 128 600 600 600 0.00%1 1101-43120-421200 MOTOR FUELS 67,199 32,603 27,757 68,000 68,000 68,000 0.00%1 1101-43120-421510 PAINT SUPPLIES 5,464 4,932 4,866 6,000 6,000 6,000 0.00%1 1101-43120-421990 GENERAL OPERATING SUPPLIES 3,897 9,236 4,717 4,450 4,450 4,200 -5.62%I 1101-43120-422100 EQUIPMENT REPAIR PARTS 28,706 9,504 16,308 23,500 23,500 22,000 -6.38%1 1101-43120-422110 VEHICLE REPAIR PARTS 10,782 9,254 6,504 15,000 15,000 13,000 -13.33%1 1101-43120-422200 TIRES 8,055 7,826 3,731 4,700 4,700 5,200 10.64%1 1101-43120-422400 STREET MAINTENANCE MATERIA 38,687 44,075 50,834 54,000 54,000 55,000 1.85%1 1101-43120-422410 SIDEWALK MAINT SUPPLIES 813 2,369 2,805 2,500 2,500 2,500 0.00%1 34 1101-43120-422500 LANDSCAPING MATERIALS 4,701 3,458 2,624 4,300 4,300 3,800 -11.63%1 1101-43120-422600 SIGN REPAIR MATERIALS 14,906 17,753 21,821 23,000 23,000 21,000 -8.70%1 1101-43120-424100 SMALL TOOLS & EQUIPMENT 4,169 10,301 10,717 18,500 18,500 17,000 -8.11%1 1101-43120-431990 MISC PROFESSIONAL SERVICES 1,801 2,251 2,765 2,000 2,000 2,000 0.00%1 1101-43120-432100 TELEPHONE 1,774 1,573 1,571 2,700 2,700 2,000 -25.93%1 1101-43120-432150 IT Services 6,649 9,662 10,759 6,918 6,918 9,005 30.17%1 1101-43120-433100 Travel/Training Expense 1,439 1,315 2,026 2,300 2,300 2,300 0.00%1 1101-43120-435100 GENERAL PUBLIC INFORMATION 206 0 0 300 300 300 0.00%1 1101-43120-436100 Insurance - Liability/Property/Vehicle 23,271 18,837 16,611 16,655 16,655 15,363 -7.76%1 1101-43120-438200 WATER/SEWER 1,101 2,291 2,453 2,300 2,300 2,500 8.70%1 1101-43120-440440 REPAIR & MTC - MACH & EQUI 0 0 0 0 0 0 --- 1 1101-43120-440500 REPAIR & MTC - VEHICLES 4,817 295 1,877 5,000 5,000 5,000 0.00%1 1101-43120-440990 REPAIR & MTC - OTHER 119,274 155,560 149,837 176,000 176,000 185,000 5.11%1 1101-43120-441500 EQUIPMENT RENTAL 73 237 769 1,500 1,500 1,000 -33.33%1 1101-43120-441700 UNIFORM RENTAL 2,009 1,904 2,893 2,500 2,500 3,000 20.00%1 1101-43120-451800 CITY EQUIPMENT FUND - 441800 35,200 37,500 75,600 76,800 76,800 104,500 36.07%1 1101-43120-443300 DUES, MEMBERSHIP & SUBSCRI 0 0 0 0 0 0 --- 1 1101-43120-443700 LICENSES & PERMITS 304 65 600 250 250 250 0.00%1 1101-43120-443990 MISC OTHER EXPENSE 0 134 0 350 350 250 -28.57%1 1 1 TOTAL EXPENDITURES $738,101 $738,572 $804,574 $992,701 $992,701 $1,036,897 4.45%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 1PW/ICE & SNOW PW/ICE & SNOW ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43125-410100 SALARIES, FULL TIME - REG $142,714 $121,567 $133,451 $99,632 $99,632 $103,101 3.48%1 1101-43125-410200 SALARIES, FULL TIME - OT 11,978 1,801 4,487 15,000 15,000 15,000 0.00%1 1101-43125-410400 SALARIES, TEMPORARY - REG 143 169 570 350 350 350 0.00%1 1101-43125-410900 SALARIES, OTHER 11 0 0 0 0 0 --- 1 1101-43125-411100 Benefit Accrual - Severance 0 0 2 0 0 0 --- 1 1101-43125-412100 PERA CONTRIBUTIONS 11,019 9,092 10,092 8,597 8,597 8,858 3.04%1 1101-43125-412200 FICA CONTRIBUTIONS 11,258 9,264 10,299 8,796 8,796 9,062 3.02%1 1101-43125-413100 HEALTH/DENTAL/LIFE INSURAN 40,125 27,166 30,397 22,723 22,723 23,388 2.93%1 1101-43125-413500 FLEX BENEFITS 0 0 0 --- 1 1101-43125-415100 Workers Compensation Insurance 7,080 4,979 5,576 6,895 6,895 7,113 3.16%1 1101-43125-421600 CHEMICAL PRODUCTS 4,637 64 6,877 8,000 8,000 8,000 0.00%1 1101-43125-421700 SAND & SALT 55,795 55,430 36,501 64,000 64,000 62,000 -3.13%1 1101-43125-421990 GENERAL OPERATING SUPPLIES 0 505 5 3,000 3,000 3,000 0.00%1 1101-43125-422100 EQUIPMENT REPAIR PARTS 5,952 7,598 7,098 15,000 15,000 14,000 -6.67%1 1101-43125-422110 VEHICLE REPAIR PARTS 1,060 41 5,214 3,000 3,000 3,000 0.00%1 1101-43125-422200 TIRES 0 1,131 2,416 4,000 4,000 4,000 0.00%1 1101-43125-422450 PLOWING SUPPLIES 901 127 8,885 5,000 5,000 5,000 0.00%1 1101-43125-422460 SNOW REMOVAL REPAIR SUPPLI 11,513 2,422 0 12,000 12,000 11,000 -8.33%1 1101-43125-422990 MISC REPAIR & MTC SUPPLIES 1,316 0 0 1,400 1,400 1,400 0.00%1 1101-43125-424100 SMALL TOOLS & EQUIPMENT 0 19,340 0 10,000 10,000 9,200 -8.00%1 1101-43125-431990 MISC PROFESSIONAL SERVICES 2,000 1,662 2,000 2,000 2,000 2,000 0.00%1 1101-43125-435100 GENERAL PUBLIC INFORMATION 0 0 0 400 400 400 0.00%1 1101-43125-436100 Insurance - Liability/Property/Vehicle 885 662 362 363 363 363 0.00%1 1 TOTAL EXPENDITURES $308,387 $263,020 $264,232 $290,156 $290,156 $290,235 0.03%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1PW/SHOP & YARD PW/SHOP & YARD ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43127-410100 SALARIES, FULL TIME - REG $51,947 $55,232 $50,670 $47,505 $47,505 $48,927 2.99%1 1101-43127-410200 SALARIES, FULL TIME - OT 209 38 0 200 200 200 0.00%1 1101-43127-410300 SALARIES, PART-TIME - REG 15,645 15,570 16,322 26,556 26,556 26,556 0.00%1 1101-43127-410400 SALARIES, TEMPORARY - REG 0 250 532 0 0 0 --- 1 1101-43127-410500 SALARIES, TEMPORARY - OT 0 18 0 0 0 0 --- 1 1101-43127-411100 Benefit Accrual- Severance 0 0 0 1,000 1,000 1,000 0.00%1 1101-43127-412100 PERA CONTRIBUTIONS 4,807 5,224 4,899 5,645 5,645 5,751 1.88%1 1101-43127-412200 FICA CONTRIBUTIONS 4,652 5,335 5,010 5,757 5,757 5,866 1.89%1 1101-43127-413100 HEALTH/DENTAL/LIFE INSURAN 14,428 12,459 11,331 11,012 11,012 11,334 2.92%1 1101-43127-415100 Workers Comrnsation Insurance 1,689 1,765 1,833 1,890 1,890 1,935 2.38%1 1101-43127-420650 SAFETY SUPPLIES 1,684 761 1,920 1,300 1,300 1,300 0.00%1 1101-43127-421100 CLEANING SUPPLIES 946 1,220 614 1,600 1,600 1,600 0.00%1 1101-43127-421110 STAFF CLOTHING 0 0 0 200 200 200 0.00%1 1101-43127-421200 MOTOR FUELS 0 106 0 150 150 150 0.00%1 1101-43127-421300 LUBRICANTS & ADDITIVES 6,736 4,983 9,643 7,000 7,000 7,000 0.00%1 1101-43127-421500 SHOP MATERIALS 1,283 532 115 2,500 2,500 2,500 0.00%1 1101-43127-421510 PAINT SUPPLIES 523 774 1,819 2,000 2,000 2,000 0.00%1 1101-43127-421520 WELDING SUPPLIES 1,351 758 1,011 2,100 2,100 2,100 0.00%1 1101-43127-421530 LIGHTING SUPPLIES 35 185 0 250 250 250 0.00%1 1101-43127-421600 CHEMICAL PRODUCTS 487 750 678 2,000 2,000 2,000 0.00%1 1101-43127-421990 GENERAL OPERATING SUPPLIES 8,046 10,394 11,256 10,500 10,500 10,500 0.00%1 1101-43127-422100 EQUIPMENT REPAIR PARTS 1,013 1,598 3,188 3,000 3,000 3,000 0.00%1 1101-43127-422110 VEHICLE REPAIR PARTS 453 780 2,322 1,000 1,000 2,500 150.00%1 1101-43127-422120 OIL FILTERS 1,600 2,247 1,730 3,000 3,000 3,000 0.00%1 1101-43127-422300 BUILDING REPAIR SUPPLIES 1,422 3,500 4,855 2,500 2,500 2,500 0.00%1 1101-43127-424100 SMALL TOOLS & EQUIPMENT 4,168 16,875 0 7,000 7,000 6,300 -10.00%1 1101-43127-431900 MAINTENANCE AGREEMENTS 0 0 0 1,500 1,500 1,000 -33.33%1 1101-43127-431990 MISC PROFESSIONAL SERVICES 4,883 4,064 5,664 5,500 5,500 5,500 0.00%1 1101-43127-432150 IT Services 2,613 2,285 2,640 3,002 3,002 2,594 -13.59%1 1101-43127-433100 Travel/Training Expense 0 0 0 250 250 250 0.00%1 1101-43127-436100 Insurance - Liability/Property/Vehicle 699 523 286 286 286 286 0.00%1 1101-43127-438100 Utilities - Gas/Electricity 32,445 26,342 23,813 35,200 35,200 33,200 -5.68%1 1101-43127-438200 WATER & SEWER 2,625 3,715 3,693 3,000 3,000 3,700 23.33%1 35 1101-43127-438400 REFUSE COLLECTION SERVICE 739 530 654 750 750 750 0.00%1 1101-43127-440100 REPAIR & MTC - BUILDINGS 8,740 5,791 4,064 10,000 10,000 9,000 -10.00%1 101-43127-440440 REPAIR & MTC - MACH & EQUI 984 719 0 500 500 500 0.00% 101-43127-443700 LICENSES & PERMITS 639 514 517 700 700 700 0.00% 101-43127-443990 MISC OTHER EXPENSE 153 0 0 0 0 0 --- 1 TOTAL EXPENDITURES $177,644 $185,837 $171,079 $206,353 $206,353 $205,949 -0.20% 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % STORMWATER MAINT STORMWATER MAINT ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 101-43130-410100 SALARIES, FULL TIME - REG $6,415 $8,014 $10,510 $15,000 $15,000 $15,000 0.00% 101-43130-410200 SALARIES, FULL TIME - OT 74 9 0 0 0 0 --- 1101-43130-410400 SALARIES, TEMPORARY - REG 129 1,459 1,000 950 950 950 0.00%� 101-43130-412100 PERA CONTRIBUTIONS 470 602 788 1,125 1,125 1,196 6.31% 101-43130-414200 U. C. BENEFIT PAYMENTS 895 0 0 0 0 0 --- 101-43130-415100 orkers Comeensation Insurance 0 923 981 1,153 1,153 1,153 0.00% 101-43130-421990 GENERAL OPE-RATING SUPPLIES 5,752 4,908 12,234 8,500 8,500 9,500 11.76% 101-43130-440990 REPAIR & MTC - OTHER 0 7,162 0 40,000 40,000 40,000 0.00/1 101-43130-443300 DUES, MEMBERSHIP & SUBSCRI 1,273 760 760 800 800 800 0.00 1 TOTAL EXPENDITURES $16,842 $26,712 $29,277 $72,048 $72,048 $73,119 1.49%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1PW/STREET LIGHTING PW/STREET LIGHTING ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-43160-410100 SALARIES, FULL TIME - REG $ 3,036 $ 1,842 $ 3,411 $125 $125 $0 --- 1 1101-43160-410400 SALARIES, TEMPORARY - REG 132 105 1,177 350 350 500 --- 1 1101-43160-410900 SALARIES, OTHER - - 88 36 36 38 1 1101-43160-411100 Benefit Accrual - Severance - - 90 36 36 38 1 101-43160-412100 PERA CONTRIBUTIONS 216 136 254 n n n --- 1101-43160-412200 FICA CONTRIBUTIONS 222 147 257 --- 1 101-43160-413100 HEALTH/DENTAL/LIFE INSURAN 748 459 708 --- 1101-43160-421530 LIGHTING SUPPLIES 2,532 1,758 3,373 12,000 12,000 12,000 0.00%1 101-43160-431900 MAINTENANCE AGREEMENTS 21,717 22,833 20,344 33,400 33,400 30,000 -10.18% 101-43160-431990 MISC PROFESSIONAL SERVICES 1,513 32,444 1,604 7,000 7,000 7,000 0.00% 101-43160-438100 ELECTRIC 166,921 168,055 174,548 180,800 180,800 181,500 0.39% 101-43160-440440 REPAIR & MTC - MACH & EQUI 0 0 0 2,000 2,000 0 -100.00% 101-43160-440990 REPAIR & MTC - OTHER 0 0 29,001 40,000 40,000 40,000 0.00% TOTAL EXPENDITURES $197,037 $227,779 $233,500 $275,200 $275,200 $270,500 -1.71% 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 REFUSE COLLECTION REFUSE COLLECTION ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1101-43230-410100 SALARIES, FULL TIME - REG $404 $0 $477 $900 $900 $500 -44.44%1 1101-43230-410200 SALARIES, FULL TIME - OT 0 189 0 0 0 0 1 101-43230-410400 SALARIES, TEMPORARY - REG 0 0 279 0 0 0 --- 1101-43230-412100 1 n1 _A 494n_A 199nn PERA CONTRIBUTIONS GIrA rnnITDIRI ITlnnle 29 in 14 1n 36 17 68 no 68 no 38 QR -44.12%1 _nA o10/_ 101-43230-413100 HEALTH/DENTAL/LIFE INSURAN 0 90 223 0 0 2018 % 1 TRANSIT-WCAT 101-43230-421990 GENERAL OPERATING SUPPLIES 184 184 0 200 200 200 0.00% 1101-43230-438400 PROF SRV - REFUSE COLLECTI 397,649 422,262 599,224 614,000 614,000 625,268 1.84% 101-43230-431010 PROF SRV - RECYCLING CONTR 116,802 140,724 $35,000 600.00%1 0 0 0 -1.81% 1101-43230-443990 MISC OTHER EXPENSE 2,857 0 4 1,000 1,000 500 -50.00%1 2017 TOTAL EXPENDITURES $517,955 $563,477 $600,300 $616,237 $616,237 $626,544 1.67%1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 I % 1SENIOR CENTER SENIOR CENTER ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-45175-410100 SALARIES, FULL TIME - REG $42 $0 $0 $125 $125 $0 -100.00%1 1101-45175-410300 SALARIES, PART-TIME - REG 1,199 1,230 1,177 350 350 500 42.86%1 1101-45175-412100 PERA CONTRIBUTIONS 90 92 88 36 36 38 5.56% 1101-45175-412200 FICA CONTRIBUTIONS 95 94 90 36 36 38 5.56%1 1 n1 _dS17�._d111 nn WF=AI TI-MPKITAI A IFF IAICI IDAAI 1n. n 1A n n n ___ 101-45175-444310 SENIOR CENTER CONTRIBUTION 52,500 55,000 56,760 58,560 58,560 60,160 2.73% 101-45175-438100 Utilities - Gas/Electricity 6,880 5,667 5,979 8,200 8,200 7,800 -4.88% 1101-45175-441200 BLDG/ROOM RENTAL 30,000 35,000 35,000 35,000 35,000 35,000 0.00%1 TOTAL EXPENDITURES $97,547 $97,115 $99,124 $102,572 $102,572 $103,715 1.11% 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 % 1 TRANSIT-WCAT TRANSIT-WCAT ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1101-45178-431990 MISC PROFESSIONAL SERVICES $10,000 $40,000 $41,250 $5,000 $5,000 $35,000 600.00%1 1 TOTAL EXPENDITURES $10,000 $40,000 $41,250 $5,000 $5,000 $35,000 600.00%1 1 60,318 59,226 -1.81% 1101-45201-414200 U. C. BENEFIT PAYMENTS 4,890 2018 % 6,528 GENERAL FUND 2014 2015 2016 2017 2017 1PARKS/OPERATIONS PARKS/OPERATIONS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-45201-410100 SALARIES, FULL TIME - REG $205,286 $217,349 $238,340 $258,534 $258,534 $270,852 4.76%1 1101-45201-410200 SALARIES, FULL TIME - OT 5,303 2,017 2,532 5,000 5,000 5,000 0.00% 1101-45201-410400 SALARIES, TEMPORARY - REG 39,706 63,332 75,666 90,000 90,000 90,000 0.00% 1101-45201-410500 SALARIES, TEMPORARY - OT 755 233 341 1,000 1,000 1,000 0.00%1 I V I-4VLV I-4 "V 101-45201-411100 0--.0' V. '. Benefit Accrual - Severance J,4LV 0 -'Qu. 0 V 8,323 V 2,000 V 2,000 V 2,000 --- 0.00% 101-45201-412100 PERA CONTRIBUTIONS 15,444 16,074 17,872 19,915 19,915 20,839 4.64% 1101-45201-412200 FICA CONTRIBUTIONS 18,847 21,079 23,636 27,275 27,275 28,217 3.45%1 1101-45201-413100 HEALTH/DENTAL/LIFE INSURAN 48,661 45,043 52,412 60,318 60,318 59,226 -1.81% 1101-45201-414200 U. C. BENEFIT PAYMENTS 4,890 3,646 6,528 10,000 10,000 7,500 -25.00%1 36 1101-45201-415100 Workers Compensation Insurance 9,004 9,680 9,166 14,908 14,908 14,802 -0.71%1 1101-45201-421200 MOTOR FUELS 24,926 13,535 13,709 25,600 25,600 25,600 0.00%1 1101-45201-421600 CHEMICAL PRODUCTS 12,745 15,211 11,473 22,500 22,500 25,000 11.11%1 1101-45201-421650 PARK SUPPLIES 14,931 25,018 39,266 45,000 45,000 45,000 0.00%1 1101-45201-421990 GENERAL OPERATING SUPPLIES 21,959 11,338 8,489 6,500 6,500 6,500 0.00%1 1101-45201-422100 EQUIPMENT REPAIR PARTS 9,406 8,923 12,150 11,500 11,500 10,500 -8.70%1 1101-45201-422300 BUILDING REPAIR SUPPLIES 1,343 5,715 6,227 9,500 9,500 10,500 10.53%1 1101-45201-422500 LANDSCAPING MATERIALS 12,749 7,189 12,395 12,000 12,000 13,000 8.33%1 1101-45201-422990 MISC REPAIR & MTC SUPPLIES 1,360 3,335 3,285 0 0 0 --- 1 1101-45201-424100 SMALL TOOLS & EQUIPMENT 12,017 20,169 29,954 27,000 27,000 22,000 -18.52%1 1101-45201-431050 Lawn Services 0 2,660 2,400 2,100 2,100 2,100 1 1101-45201-431900 MAINTENANCE AGREEMENTS 689 631 747 500 500 800 60.00%1 1101-45201-431901 Outdoor Sanitary Services (Mini Biff) 0 0 0 0 0 0 --- 1 1101-45201-431990 MISC PROFESSIONAL SERVICES 5,406 11,519 9,779 13,600 13,600 14,000 2.94%1 1101-45201-432100 TELEPHONE 1,153 1,309 1,860 1,250 1,250 1,860 48.80%1 1101-45201-432150 IT Services 5,146 8,330 9,107 7,007 7,007 8,788 25.42%1 1101-45201-432200 Mail & Delivery Services 0 0 0 150 150 0 -100.00%1 1101-45201-433100 Travel/Training Expense 2,301 2,337 1,980 6,400 6,400 6,500 1.56%1 1101-45201-435100 GENERAL PUBLIC INFORMATION 278 319 792 600 600 2,000 233.33%1 1101-45201-436100 Insurance - Liability/Property/Vehicle 34,397 36,937 35,008 34,941 34,941 36,206 1 1101-45201-438100 Utilities - Gas/Electricity 9,852 9,546 10,953 11,200 11,200 11,500 2.68%1 1101-45201-438200 WATER & SEWER 9,111 7,404 6,849 9,800 9,800 9,800 0.00%1 1101-45201-438400 Refuse Services 1,014 1,102 1,159 1,100 1,100 1,200 9.09%1 1101-45201-440100 REPAIR & MTC - BUILDINGS 0 5,032 1,781 4,500 4,500 4,500 0.00%1 1101-45201-440440 REPAIR & MTC - MACH & EQUI 305 141 0 3,500 3,500 3,500 0.00%1 1101-45201-440800 REPAIR & MTC - PARKS & REC 0 13,440 3,473 10,000 10,000 10,000 0.00%1 1101-45201-440900 ADOPT -A -PARK MAINT/EXP 2,212 2,024 1,891 3,000 3,000 3,000 0.00%1 1101-45201-440910 PATHWAY MAINTENANCE 0 38,314 39,963 43,000 43,000 44,200 2.79%1 1101-45201-441500 EQUIPMENT RENTAL 755 0 0 600 600 600 0.00%1 1101-45201-441700 UNIFORM RENTAL 1,556 1,623 2,011 2,000 2,000 2,100 5.00%1 1101-45201-451800 CITY EQUIPMENT FUND - 441800 32,400 61,000 73,200 88,400 88,400 100,400 13.57%1 1101-45201-443300 DUES MEMBERSHIP & SUBSCRI ETHER 525 665 844 200 200 700 250.00%1 1101-45201-443990 MISC EXPENSE 781 1,161 177 250 250 250 0.00%1 TOTAL EXPENDITURES $570,639 $706,934 $775,738 $892,648 $892,648 $921,540 3.24%1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1NSP BALLFIELDS PARKS/BALLFIELDS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-45203-421990 GENERAL OPERATING SUPPLIES 10,186 3,056 10,452 13,000 13,000 13,000 0.00%1 1101-45203-422300 BUILDING REPAIR SUPPLIES 306 557 267 1,800 1,800 1,800 0.00%1 1101-45203-422990 MISC REPAIR & MTC SUPPLIES 39 3,034 295 0 0 0 --- 1 1101-45203-424100 SMALL TOOLS & EQUIPMENT 0 1,000 1,000 1,000 0.00%1 1101-45203-438100 Utilities - Gas/Electricity 2,999 2,336 5,120 4,500 4,500 4,500 0.00%1 1101-45203-438200 WATER & SEWER 4,619 7,787 4,404 5,000 5,000 5,000 0.00%1 1101-45203-440800 REPAIR & MTC - PARKS & REC 0 201 0 2,000 2,000 2,000 0.00%1 1101-45203-453010 IMPROVEMENTS 0 0 0 0 0 0 --- 1 1 TOTAL EXPENDITURES $18,149 $16,971 $20,538 $27,300 $27,300 $27,300 0.00%1 I 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 I % 1 1LIBRARY LIBRARY ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGEI 1101-45501-410100 SALARIES, FULL TIME - REG $1,052 $102 $1,500 $1,500 $0 -100.00%1 1101-45501-410300 SALARIES, PART-TIME - REG 2,550 7,703 4,458 5,500 5,500 0 -100.00%1 1101-45501-412100 PERA CONTRIBUTIONS 259 338 342 525 525 0 -100.00%1 1101-45501-412200 FICA CONTRIBUTIONS 273 344 347 536 536 0 -100.00%1 1101-45501-413100 HEALTH/DENTAL/LIFE INSURAN 484 94 176 500 500 0 -100.00%1 1101-45501-421100 CLEANING SUPPLIES 138 569 35 0 0 0 --- 1 1101-45501-421990 GENERAL OPERATING SUPPLIES 1,998 1,577 2,106 1,550 1,550 2,000 29.03%1 1101-45501-422990 MISC REPAIR & MTC SUPPLIES 447 441 64 0 0 0 --- 1 1101-45501-430150 PROF SRV - LIBRARY PROGRAM 6,250 4,500 4,500 4,500 4,500 4,500 0.00%1 1101-45501-431050 PROF SRV - LAWN SERVICE 2,581 0 0 1,100 1,100 0 -100.00%1 1101-45501-431100 Custodial Services 0 0 0 12,060 --- 1 1101-45501-431900 MAINTENANCE AGREEMENTS 300 318 325 200 200 350 75.00%1 1101-45501-431990 MISC PROFESSIONAL SERVICES 364 454 373 500 500 500 0.00%1 1101-45501-436100 Insurance - Liability/Property/Vehicle 838 907 871 852 852 852 0.00%1 1101-45501-438100 Utilities - Gas/Electricity 16,106 14,009 14,561 16,500 16,500 15,500 -6.06%1 1101-45501-438200 WATER & SEWER 1,912 2,329 1,651 2,500 2,500 2,300 -8.00%1 1101-45501-440100 REPAIR & MTC - BUILDINGS 1,212 1,710 13,660 1,600 1,600 1,600 0.00%1 1101-45501-443300 DUES MEMBERSHIP & SUBSCRI ETHER 0 0 165 87 87 87 0.00%1 1101-45501-443990 MISC EXPENSE 0 883 1,087 50 50 500 900.00%1 1 TOTAL EXPENDITURES $36,764 $36,176 $44,823 $38,000 $38,000 $40,249 5.92%1 1 1 GENERAL FUND 2014 2015 2016 2017 2017 2018 1 % 1 1SHADE i Kt:L uiatASE I SHADE TREE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1101-46102-410100 SALARIES, FULL TIME - REG $31,687 $56,127 $43,949 $30,000 $30,000 $36,195 20.65%1 1101-46102-410200 SALARIES, FULL TIME - OT 998 461 629 250 250 250 0.00%1 1101-46102-410300 SALARIES, PART-TIME - REG 0 0 0 0 --- 1 1101-46102-410310 SALARIES, PART-TIME - OT 0 0 0 0 --- 1 1101-46102-410400 SALARIES, TEMPORARY - REG 1,083 4,764 2,475 3,000 3,000 2,500 -16.67%1 1101-46102-410500 SALARIES, TEMPORARY - OT 18 0 0 0 0 0 --- 1 1101-46102-410900 SALARIES, OTHER 0 0 0 0 --- 1 1101-46102-411100 Benefit Accrual - Severance 0 0 0 0 --- 1 1101-46102-412100 PERA CONTRIBUTIONS 2,378 4,226 3,314 2,269 2,269 2,733 20.45%1 1101-46102-412200 FICA CONTRIBUTIONS 2,512 4,647 3,555 2,544 2,544 2,979 17.10%1 1101-46102-413100 HEALTH/DENTAL/LIFE INSURAN 8,839 13,149 10,297 4,807 4,807 8,575 78.39%1 37 1101-46102-413500 FLEX BENEFITS 1101-46102-414200 U. C. BENEFIT PAYMENTS 1101-46102-415100 Workers Compensation Insurance 1101-46102-421990 GENERAL OPERATING SUPPLIES 1101-46102-422500 Trees & Landscaping Supplies 1101-46102-424100 SMALL TOOLS & EQUIPMENT 1101-46102-431990 MISC PROFESSIONAL SERVICES 1101-46102-433100 Travel/Training Expense 1101-46102-435100 GENERAL PUBLIC INFORMATION 1101-46102-436100 Insurance - Liability/Property/Vehilce 1101-46102-440440 REPAIR & MTC - MACH & EQUI 1101-46102-443990 MISC OTHER EXPENSE I TOTAL EXPENDITURES I GENERALFUND (UNALLOCATED UNALLOCATED 1101-49200-4/2030 1 RANSFER 10 01 HER FUNDS I TOTAL EXPENDITURES I GENERALFUND IINSURANCE- UNALLOCINSURANCE- UNALLOCATED 1101-49240-436100 Insurance - Liability/Property/Vehicle 1101-49240-436990 MISC GENERAL INSURANCE I TOTAL EXPENDITURES ITOTAL EXPENDITURES TOTAL GENERAL FUND 584 421 19,486 0 768 0 96 21 $68,891 2014 ACTUAL 293,000 $293,000 2014 ACTUAL 6,645 5,939 $12,584 6,749,351 638 147 6,179 2,650 11,688 0 174 140 $104,990 2015 ACTUAL 29/,01'2 $297,012 2015 ACTUAL 6,617 1,465 $8,082 7,012,381 0 0 740 1,969 5,958 587 2,190 0 0 95 42 0 $75,800 2016 ACTUAL 0 $0 2016 ACTUAL 7,226 0 $7,226 6,992,812 0 0 0 0 1,036 1,036 2,625 2,625 12,000 12,000 1,500 1,500 4,600 4,600 350 350 95 95 350 350 0 0 $65,426 $65,426 2017 2017 BUDGET PROJECTED 0 0 $0 $0 2017 2017 BUDGET PROJECTED 7,512 7,512 1,000 1,000 $8,512 $8,512 7,842,000 7,842,000 0 --- I 0 --- I 1,523 47.01%1 2,000 -23.81%1 12,000 0.00%1 1,500 0.00%1 4,200 -8.70%1 350 ---1 0.00%1 95 0.00%1 0 -100.00%1 0 ---1 $74,900 14.48%1 1 2018 % I BUDGET CHANGE( 0 --- 1 $0 #DIV/0! I 2018 % I BUDGET CHANGE( 7,731 2.92%1 0 -100.00%1 $7,731 -9.18%1 8,248,000 5.18%1 38 Draft - BUDGET SUMMARY (9-07) CENTER 2017 2014 % 2015 PROJECTED 2016 (COMMUNITY REVENUES 372,000 ACTUAL $ 382,000 ACTUAL 1,470,400 ACTUAL �Property Taxes $ 1,388,404 $ 1,363,000 $ 364,000 $ Licenses & Permits $ 1,805,500 - - - �Intergovernmental Revenues - - - �Charges for Services 1,312,825 1,395,963 1,393,955 Fines & Forfeits - - - �Special Assessments - - - IMiscellaneous 14,534 36,345 28,873 1Operating Transfers 50,000 - - ITOTAL REVENUES $ 2,765,763 $ 2,795,308 $ 1,786,828 $ 1 EXPENDITURES Personnel Services $ 963,780 $ 1,007,862 $ 1,061,074 $ Supplies 182,906 173,369 214,502 Other Services & Charges 409,453 396,411 378,866 �Capital Outlay - - - �Operating Transfers 1,040,000 1,029,046 - ITOTAL EXPENDITURES $ 2,596,139 $ 2,606,688 $ 1,654,442 $ 1 FUND BALANCE - JANUARY 1 $ 271,204 $ 440,828 $ 629,448 $ Excess (Deficiency) of Revenues over Expenditures 169,624 188,620 132,386 FUND BALANCE - DECEMBER 31 $ 440,828 $ 629,448 $ 761,834 $ 2017 2017 2018 % BUDGET PROJECTED BUDGET CHANGE 372,000 $ 372,000 $ 382,000 2.7% 1,470,400 1,470,400 1,416,500 -3.7% 24,000 24,000 7,000 -70.8% 1,866,400 $ 1,866,400 $ 1,805,500 -3.3% 1,114,844 $ 1,092,280 $ 1,059,840 -4.9% 197,500 197,500 182,200 -7.7% 507,056 507,056 497,460 -1.9% 47,000 47,000 256,000 444.7% 1,866,400 $ 1,843,836 $ 1,995,500 6.9% 761,834 $ 761,834 $ 784,398 - 22,564 (190,000) 761,834 $ 784,398 $ 594,398 39 CHANGE 40 2.7% -24.5% 0.0% -45.9% -5.7% -100.0% 2066.7% 4.3% 4.8% -18.9% -33.3% -20.0% 0.0% -20.6% -67.2% 8.0% -43.3% -41.7% 233.3% 0.0% -100.0% -73.3% 85.7% -3.3% SPECIAL REVENUE FUNDS 2014 2015 2016 2017 2017 2018 ACCOUNT NUMBER COMMUNITY CENTER ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET 226-45122-310110 Current Ad Valorem Taxes - Debt $1,388,404 $1,363,000 $0 $0 $0 $0 226-45122-310110 Current Ad Valorem Taxes - Ops. $0 $0 $364,000 $372,000 $372,000 $382,000 226-45123-347010 ROOM/SPACE RENTAL 88,834 88,784 89,810 94,000 94,000 71,000 226-45123-347011 ROOM/SPACE RENTAL - NON TX 0 0 0 0 0 25,000 226-45123-347020 ROOM RENTAL - INTERNAL 50,000 55,000 55,000 55,000 55,000 55,000 226-45123-347030 CHAPEL RENTAL 2,779 3,623 2,012 3,700 3,700 2,000 226-45123-347040 PARTY ROOM RENT/FEES 24,074 24,548 21,529 26,500 26,500 25,000 226-45123-347050 FACILITIES LEASE (NT) 10,375 6,995 10,102 10,000 10,000 - 226-45122-341081 NSF FEE 180 120 658 120 120 2,600 226-45125-347400 MCC CONCESSIONS - TAX 54,714 55,209 57,846 57,500 57,500 60,000 226-45125-347401 MCC CONCESSIONS - NON -TAX 5,855 5,867 5,598 6,200 6,200 6,500 226-45125-347404 NON-FOOD CONSECCIONS - TX 3,749 3,454 2,855 3,700 3,700 3,000 226-45125-347405 ProShop Non -tax 255 289 300 300 300 200 226-45203-347410 BALLFIELD CONCESSIONS - TAX 7,435 1,770 0 0 - 226-45203-347420 BALLFIELD CONCESSIONS - NON -T/ 477 118 0 0 - 226-45125-347440 Vending Commission Non -tax 1,511 1,396 865 1,500 1,500 1,200 226-45127-347560 FARMERS MARKET FEES 2,118 2,518 2,241 2,500 2,500 2,500 226-45123-347570 WEDDING PACKAGES FEES 24,903 25,988 26,236 31,500 31,500 25,000 226-45127-347900 USER FEES 61,046 63,846 60,459 67,000 67,000 22,000 226-45127-347905 USER FEES - NON TX 0 0 0 0 0 30,000 226-45127-347910 MEMBERSHIPS 790,202 842,401 861,882 875,000 875,000 945,000 226-45127-347920 PROGRAM ACTIVITY FEES 76,814 44,413 30,848 55,580 55,580 31,500 226-45127-347930 PROGRAM ACTIVITY FEES NON -TXT 107,311 169,511 162,780 180,000 180,000 105,000 226-45127-349990 OTHER CHARGES FOR SERVICE 193 113 2,934 300 300 1,000 226-45127-349991 OTHER CHARGES FOR SERVICE - N 0 0 0 0 0 3,000 226-45122-362110 INTEREST EARNINGS (19,044) (1,544) 14,982 2,000 2,000 2,000 226-45122-347110 RENTAL OF EQUIPMENT 545 197 262 500 500 - 226-45122-362300 CONTRIBUTIONS - PRIVATE 5,500 4,880 8,827 7,500 7,500 2,000 226-45122-362900 REFUNDS/REIMBURSEMENTS 11,185 2,493 0 0 - 226-45122-362900 OTHER MISCELLANEOUS REV 6,308 25,144 3,186 14,000 14,000 2,000 226-45125-378120 BEER SALES 10,040 5,175 1,616 0 0 1,000 226-00000-392000 TRANSFER OTHER FUNDS 50,000 0 0 0 0 - TOTAL REVENUES $2,765,763 $2,795,308 $1,786,828 $1,866,400 $1,866,400 $1,805,500 CHANGE 40 2.7% -24.5% 0.0% -45.9% -5.7% -100.0% 2066.7% 4.3% 4.8% -18.9% -33.3% -20.0% 0.0% -20.6% -67.2% 8.0% -43.3% -41.7% 233.3% 0.0% -100.0% -73.3% 85.7% -3.3% COMMUNITY CENTER lExpenditures 2014 2015 2016 2017 2017 2018 % I COMMUNITY CENTER/ADMINISTRATION ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1226-45122-410100 SALARIES, FULL TIME - REG $372,045 $388,231 $375,793 $223,763 $204,703 $235,012 5.03%1 226-45122-410200 SALARIES, FULL TIME - OT 348 20 34,661 0 0 0 1 226-45122-410300 SALARIES, PART-TIME - REG 387,179 387,606 399,760 0 0 (55,369) 1,000 226-45122-410310 SALARIES, PART-TIME - OT 167 146 262 0 0 01 3,598 226-45122-410400 SALARIES, TEMPORARY - REG FREIGHT 275 0 0 0 0 --- 226-45122-411100 Benefit Accrual - Severance 929 36,799 (3,710) 0 0 0 1 226-45122-411110 SEVERANCE BENEFITS Insurance - Liability/Property/Vehicle 18,621 7,550 0 0 0 15,548 1226-45122-412100 PERA CONTRIBUTIONS 38,423 40,773 41,151 16,782 16,782 13,633 -18.76%1 1226-45122-412200 FICA CONTRIBUTIONS 56,496 57,857 58,679 17,118 17,118 13,906 -18.76% 1226-45122-413100 HEALTH/DENTAL/LIFE INSURAN 98,879 85,111 91,813 49,140 49,140 50,578 2.931/61 226-45122-413500 FLEX BENEFITS REPAIR & MTC - POOL & RECR 15,014 10,224 10,622 0 0 -- 1226-45122-414200 U. C. BENEFIT PAYMENTS 184 0 45 --- 1 226-45122-415100 Workers Compensation Insurance 9,130 11,319 16,686 10,468 10,468 2,384 -77.23% 1226-45122-421110 STAFF CLOTHING 934 2.344 3.033 2.500 2.500 500 -80.00%1 ?26-45122-421990 GENERAL OPERATING SUPPLIES 32,857 31,425 32,725 26,750 26,750 6,000 -77.57% !26-45122-424100 SMALL TOOLS & EQUIPMENT 433 7,210 3,420 10,000 10,000 5,000 -50.00% ?26-45122-430900 PROF SRV - DATA PROCESSING 9,408 10,367 8,295 11,900 11,900 13,000 9.24% 226-45122-431100 Custodial Services 61 533 136 0 0 0 226-45122-453010 226-45122-431990 MISC PROFESSIONAL SERVICES 11,551 5,890 22,099 4,000 4,000 1,400 -65.00% 226-45122-432100 TELEPHONE 3,190 3,299 4,919 3,500 3,500 3,000 -14.29%1 226-45122-432150 IT Services 33,601 34,661 37,754 37,547 37,547 39,318 4.72% 226-45122-432200 Mail & Delivery Services 1,294 1,299 1,818 1,500 1,500 1,000 -33.33%1 226-45122-433100 Travel/Training Expense 2,006 1,521 927 2,100 2,100 3,598 71.33% 1226-45122-433300 FREIGHT 275 270 353 300 300 500 66.67%1 1226-45122-434990 ADVERTISING - MCC 3,975 3,947 2,565 4,700 4,700 1,000 -78.72%1 226-45122-436100 Insurance - Liability/Property/Vehicle 18,621 18,033 18,336 15,497 15,497 15,548 0.33%1 226-45122-438100 Utilities - Gas/Electricity 186,383 150,485 143,641 175,000 175,000 175,000 0.00% 226-45122-438200 WATER & SEWER 14,809 11,369 11,970 14,200 14,200 14,200 0.00%1 226-45122-438400 Refuse Collection 2,545 2,516 2,506 2,600 2,600 2,600 0.00% 1226-45122-440800 REPAIR & MTC - POOL & RECR 15,014 10,224 10,622 0 0 0 --- I !26-45122-443300 DUES, MEMBERSHIP & SUBSCRI 686 1,032 1,140 800 800 1,000 25.00%1 ?26-45122-443700 LICENSES & PERMITS 1,509 1,538 1,484 1,000 1,000 1,000 0.00% 1226-45122-443990 MISC OTHER EXPENSE (7,327) 2,351 3,096 1,462 1,462 1,296 -11.35%1 226-45122-453010 IMPROVEMENTS 0 0 35,000 35,000 0 -100.00%1 226-45122-458010 OTHER EQUIPMENT 8,500 3,500 5,000 12,000 12,000 10,000 -16.67% 226-45122-472030 TRANSFER TO DEBT SERVICE F 1,040,000 1,029,046 226-45123-431992 PROF SRV - EVENT SECURITY 4,411 2,471 3,425 --- I 3,000 TOTAL EXPENDITURES $2,355,703 $2,358,407 $1,318,930 $702,927 $683,867 $579,904 -17,501 --- 1 $182,129 $227,952 $234,554 28.78% 1 SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 % 1COMM CENTER/RENTALS & EVENTS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1226-45123-410300 SALARIES, PART-TIME - REG $182 $3,952 $2,983 $3,952 0.00% 226-45123-410400 SALARIES, TEMPORARY - REG --- 226-45123-410900 SALARIES, OTHER --- 226-45123-412100 PERA CONTRIBUTIONS 14 116 116 116 0.00% 226-45123-412200 226-45123-415100 FICA CONTRIBUTIONS Workers Compensation Insurance 14 302 302 302 0.000/1 --- 226-45123-421990 226-45123-424100 GENERAL OPERATING SUPPLIES SMALL TOOLS & EQUIPMENT 8,057 6,939 6,118 8,500 8,500 3,500 5,000 -58.820/( --- 226-45123-431990 MISC PROFESSIONAL SERVICES $138,336 $184,159 $185,761 3,000 --- 226-45123-431992 PROF SRV - EVENT SECURITY 4,411 2,471 3,425 3,000 3,000 3,000 0.00% 1 TOTAL EXPENDITURES $12,468 $9,410 $9,753 $15,870 $14,901 $19,370 22.05%1 7,160 SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 % COMM CENTER/AQUAT CS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1226-45124-410300 SALARIES, PART-TIME - REG $15,456 $138,336 $184,159 $185,761 34.28%1 1226-45124-410400 SALARIES, TEMPORARY - REG 4,918 12,127 23,140 2,000 --- 1 1226-45124-410900 SALARIES, OTHER TOTAL EXPENDITURES $23,863 $31,076 --- 1 24-4121 UU NtKA GUN I KIt3U I IUN5 24-412200 FICA CONTRIBUTIONS 4;32 1,198 4,046 4,046 4,046 10,587 10,587 10,587 1226-45124-415100 Workers Compensation Insurance 7,160 7,160 7,160 0.00%1 226-45124-421110 STAFF CLOTHING 1,000 -- 1 226-45124-421600 CHEMICAL PRODUCTS 18,945 18,949 22,490 20,000 20,000 24,000 20.0006 226-45124-421990 GENERAL OPERATING SUPPLIES 4,918 12,127 23,140 2,000 2,000 2,000 0.00%1 TOTAL EXPENDITURES $23,863 $31,076 $62,716 $182,129 $227,952 $234,554 28.78% SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 % 1COMM CENTER/CONCESSIONS & GUEST SERVICES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1 1226-45125-410300 SALARIES, PART-TIME - REG $11,491 $115,939 $123,328 $119,417 3.00%1 226-45125-410400 SALARIES, TEMPORARY - REG 226-45125-410900 SALARIES, OTHER 226-45125-412100 PERA CONTRIBUTIONS 690 3,391 3,391 3,391 0.00%1 226-45125-412200 FICA CONTRIBUTIONS 892 8,873 8,873 8,873 0.00% 1226-45125-415100 Workers Compensation Insurance --- 1 1226-45125-421110 STAFF CLOTHING 0 --- 1 226-45125-421990 GENERAL OPERATING SUPPLIES 681 120 1,598 10,800 1 226-45125-425410 CONCESSION FOOD PRODUCTS 46,055 40,874 45,894 45,000 45,000 45,000 0.00% TOTAL EXPENDITURES $48,260 $42,991 $61,845 $175,203 $182,592 $187,731 7.15%1 41 I i SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 % COMM CENTER/MAIN MANCE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1226-45126-410100 SALARIES, FULL TIME - REG $14,415 $207,863 $160,874 $154,617 -25.62%1 1226-45126-410200 SALARIES, FULL TIME - OT 500 500 500 0.00%I 1226-45126-410300 SALARIES, PART-TIME - REG 6,332 32,059 27,230 32,059 0.00%I 1226-45126-410400 SALARIES, TEMPORARY - REG --- 1226-45126-410900 SALARIES, OTHER --- 1226-45126-411100 Benefit Accrual- Severance 1,000 1,000 1,000 0.00%I 1226-45126-412100 PERA CONTRIBUTIONS 1,556 16,528 16,528 16,528 0.00%1 1226-45126-412200 FICA CONTRIBUTIONS 1,534 18,471 18,471 18,471 0.00%1 1226-45126-413100 HEALTH/DENTAL/LIFE INSURAN 3,490 55,986 55,986 55,986 0.00%I 1226-45126-415100 Workers Compensation Insurance 7,640 7,640 7,640 0.00%I 1226-45126-421110 STAFF CLOTHING 500 --- 1 1226-45126-421200 MOTOR FUELS 336 235 211 400 400 300 -25.00%1 1226-45126-421990 GENERAL OPERATING SUPPLIES 14,876 16,133 14,366 15,000 15,000 32,000 113.33%1 1226-45126-422990 MISC REPAIR & MTC SUPPLIES 17,959 14,301 24,624 30,000 30,000 20,000 -33.33%1 1226-45126-424100 SMALL TOOLS & EQUIPMENT 2,000 --- 1226-45126-431100 Custodial Services 31,800 1226-45126-431900 PROF SVC - MAINT AGREEMENT 10,418 8,672 5,133 9,000 9,000 6,000 -33.33%I 1226-45126-431990 MISC PROFESSIONAL SERVICES 2,328 1,000 --- 1 1226-45126-440100 REPAIR & MTC - BUILDINGS 25,648 54,502 18,388 42,500 42,500 129,300 204.24%1 1226-45126-440440 REPAIR & MTC - MACH & EQUI 13,862 14,042 28,982 125,000 125,000 0 -100.00%1 1226-45126-441500 EQUIP RENTAL 0 --- 1226-45126-453010 IMPROVEMENTS 246,000 --- TOTAL EXPENDITURES $83,099 $107,885 $121,359 $561,947 $510,129 $755,701 34.48%I SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 % COMM CENTER/PROGRAMMING ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE1 1226-45127-410300 SALARIES, PART-TIME - REG $2,049 $148,876 $144,947 $153,342 3.00%I 1226-45127-410310 SALARIES, PART-TIME - OT 200 200 200 0.00%I 1226-45127-410400 SALARIES, TEMPORARY - REG 11,753 --- 1226-45127-410900 SALARIES, OTHER --- 1226-45127-412100 PERA CONTRIBUTIONS 474 4,354 4,354 4,354 0.00%I 1226-45127-412200 FICA CONTRIBUTIONS 1,073 11,394 11,394 11,394 0.00%1 1226-45127-413100 HEALTH/DENTAL/LIFE INSURAN --- 1226-45127-414200 U. C. BENEFIT PAYMENTS --- 1226-45127-415100 Workers Compensation Insurance --- 1226-45127-421110 STAFF CLOTHING 500 --- 1226-45127-421720 FITNESS AREAS SUPPLIES 5,942 3,091 16,361 7,950 7,950 4,100 -48.43%I 1226-45127-421740 LEAGUE SUPPLIES 147 69 189 0 0 750 --- 1226-45127-421981 FI Gen orating supplies 6,441 5,774 5,000 5,000 2,000 1226-45127-421990 GEN PROGRAM OPERATING COST 9,154 7,495 5,344 7,400 7,400 2,000 -72.97%I 1226-45127-424100 SMALL TOOLS & EQUIPMENT 8,504 0 7,935 15,000 15,000 15,000 0.00%1 1226-45127-431990 PROF SVC - GENL PROGRAMMIN 22,752 24,993 20,832 21,500 21,500 20,000 -6.98%1 1226-45127-432500 CABLE/NETWORK SERVICES 4,162 3,598 2,537 3,800 3,800 4,000 5.26%1 1226-45127-434990 ADVERTISING 3,612 2,063 5,235 1,600 1,600 0 -100.00%1 1226-45127-438200 Water& sewer 65 68 61 0 0 0 1 1226-45127-441500 EQUIP RENTAL 930 675 21 500 500 100 -80.00%1 1226-45127-443300 DUES/MEMSHIP/SUBSCR-PROGMI 0 839 --- 1 1226-45127-443990 MISC OTHER EXPENSE 0 0 201 750 750 500 -33.33%1 TOTAL EXPENDITURES $55,268 $49,332 $79,839 $228,324 $224,395 $218,240 -4.42%I SPECIAL REVENUE FUND 2014 2015 2016 2017 2017 2018 1 % NSP BALLFIELD CONCESSIONS ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1226-45203-421450 CONCESSION STAND SUPPLIES 638 0 1226-45203-421990 GENERAL OPERATING SUPPLIES 0 0 1226-45203-425200 BEERIMALT BEVERAGES 4,593 1,865 1226-45203-425410 CONCESSION FOOD PRODUCTS 5,928 1,554 1226-45203-425490 NON-FOOD PRODUCTS SALES 425 200 1226-45203-432150 IT Services 1,760 1,812 1226-45203-438100 ELECTRIC 2,229 1,984 1226-45203-440100 REPAIR & MTC - BUILDINGS 0 0 1226-45203-440440 REPAIR & MTC - MACH & EQUI 1,369 0 226-45203-443700 LICENSES & PERMITS 536 172 - - - TOTAL EXPENDITURES $17,478 $7,587 $0 $0 $0 $0 --- TOTAL MCC $2,596,139 $2,606,688 $1,654,442 $1,866,400 $1,843,836 $1,995,500 6.92%1 42 Capital Improvement Plan 2018-2027 Priority Ref. 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total Public Works Stop Light Painting © MNC-15-004 40,000 40,000 80,000 Street Banners 0 MNC-15-005 - Public Works Facility 0 PWK-13-001 11,000,000 3,000,000 14,000,000 PW Facility Land Acquisition 0 PWK-13-002 600,000 600,000 Generator © STE-13-011 7,000 7,000 Brush Grapple Hooks 0 VEQ-18-003 17,000 17,000 Speed Trailer Q VEQ-13-010 - One -Ton Truck si VEQ-13-013 65,000 65,000 Truck - Pickup 4X4 VEQ-13-014 35,000 35,000 Bucket Truck VEQ-13-015 130,000 130,000 Blacktop Paver Q VEQ-13-016 80,000 80,000 Concrete Saw Q VEQ-13-019 20,000 20,000 Backhoe 0 VEQ-13-021 95,000 95,000 Plow Truck © VEQ-13-022 240,000 255,000 495,000 One -Ton Truck and Plow © VEQ-13-023 65,000 65,000 Snow Go Snow Blower © VEQ-13-025 142,000 142,000 Skid Steere Loader VEQ-13-026 65,000 65,000 Sign Lab System 0 VEQ-13-027 35,000 35,000 Paver Trailer Q VEQ-13-028 20,000 20,000 Wheel Loader- 3 yd. 0 VEQ-14-001 235,000 240,000 475,000 Blacktop Hot Box 0 VEQ-14-003 95,000 95,000 Snow Plow Skid Steere VEQ-16-002 - Road Grader 0 VEQ-16-007 300,000 300,000 Electronic Sign Reader Q VEQ-16-001 - Median Size Loader 0 VEQ-16-006 70,000 70,000 Hot Rubber Melter Crack Sealer VEQ-16-004 60,000 60,000 Mini Tank Tack Trailer VEQ-16-005 20,000 20,000 V Box Sander Q VEQ-17-003 - Subtotal - Public Works 860,000 11,407,000 3,809,000 400,000 255,000 240,000 - - - - 16,971,000 Recreation & Culture Featherstone Park Development (p&p) 0 PAR -13-002 80,000 80,000 Sunset Ponds Open Air Shelter 0 PAR -13-003 15,000 15,000 Pioneer Park - Band Shell 0 PAR -13-004 90,000 90,000 Monti Hill Park Development (ops) 0 PAR -13-006 5,000 5,000 BCOL Ball Fields (p&p) 0 PAR -13-012 400,000 2,100,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 8,100,000 Ellison Park Log Shelter 0 PAR -13-013 250,000 250,000 CSAH 75 Pathway Lighting (W & E Bridge) 0 PAR -13-014 60,000 60,000 Spirit Hills Pathway Connection (p&p) 0 PAR -15-003 150,000 150,000 Fenning Avenue Pathway Connection 0 PAR -15-004 200,000 250,000 250,000 700,000 West Bridge Splash Pad/East Bridge Band Shell 0 PAR -15-005 800,000 800,000 Park Shop Addition 20x36 (ops) Q PAR -15-006 10,000 - 10,000 Ellison Park Memorial project (ops) Q PAR -16-001 6,000 6,000 West Bridge Play Structure 0 PAR -17-002 100,000 100,000 Pioneer Park Play Structure 0 PAR -17-004 100,000 100,000 Rolling Woods Sidewalk Q PAR -17-005 - Riverside Columbarium 0 PAR -17-006 40,000 40,000 Front Street Pier Q PAR -17-007 25,000 25,000 City -view Mountain Bike Trail Q PAR -17-011 - Park Mowers © VEQ-13-031 60,000 60,000 Trucks 0 VEQ-13-032 65,000 70,000 135,000 MT Trackless Sidewalk Machine Q VEQ-13-033 140,000 140,000 Cushman Truckster 0 VEQ-13-037 30,000 30,000 1 43 Capital Improvement Plan 2018-2027 Financed by Central Equipment Fund in bold Subtotal - Recreation 860,700 2,648,700 1,396,700 996,700 746,700 746,700 816,700 746,700 1,996,700 746,700 11,703,000 Fire & Rescue Ref. 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total © VEQ-18-005 700,000 700,000 Utility 1 © VEQ-18-006 120,000 120,000 SUV © VEQ-18-004 50,000 50,000 Fire Ladder Truck © TC 33 New Holland Q VEQ-18-002 50,000 © MNC-16-005 - Turnout Gear © STE-16-005 51,000 7,000 7,000 14,000 14,000 93,000 50,000 JD Tractor 0 VEQ-13-038 75,000 50,000 © LIQ -18-001 50,000 50,000 Skid Loader VEQ-13-039 65,000 Point of Sale Software © VEQ-17-001 70,000 20,000 135,000 Toro Infield Pro 5040 VEQ-13-041 20,000 Liquor Store LIQ -13-003 1,500,000 20,000 Utility Mule - Replace Kawaski #202 Q VEQ-15-001 15,000 1,500,000 Liquor Store Coolers Q VEQ-13-046 25,000 15,000 Aerator Q STE-18-001 30,000 50,000 Subtotal - Liquor Store 25,000 - 30,000 Tables and benches Q STE-16-001 - - - - - 1,695,000 IT Services - Buggy Hauler Q STE-17-001 Personal Computers STE-13-001 - Pathway Improvemnents (ops) (Reclassify) 0 MNC-13-007 41,200 41,200 41,200 41,200 41,200 41,200 41,200 41,200 41,200 41,200 412,000 Gazebos Q MNC-16-002 - Laptops - Boarding Dock for Ellison 0 STE-18-002 3,000 32,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 30,000 32,000 Used ATV Q STE-18-003 3,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 3,000 Enclosed Trailer Q STE-18-004 5,000 3,400 3,600 3,800 4,000 4,200 4,400 4,600 4,600 4,600 5,000 Planters Q MNC-17-001 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 35,000 Bike Racks Q MNC-17-002 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 20,000 Financed by Central Equipment Fund in bold Subtotal - Recreation 860,700 2,648,700 1,396,700 996,700 746,700 746,700 816,700 746,700 1,996,700 746,700 11,703,000 Fire & Rescue 26,000 Fire Station Addition �_.. FRD-13-001 4,000,000 4,000,000 SCBA Packs © STE-13-006 180,000 180,000 Engine 1 © VEQ-18-005 700,000 700,000 Utility 1 © VEQ-18-006 120,000 120,000 SUV © VEQ-18-004 50,000 50,000 Fire Ladder Truck © VEQ-13-006 1,100,000 1,100,000 Generator © MNC-16-005 - Turnout Gear © STE-16-005 51,000 7,000 7,000 14,000 14,000 93,000 Subtotal - Fire & Rescue 51,000 4,050,000 1,107,000 887,000 14,000 120,000 14,000 - - - 6,243,000 Deputy Registrar Surveillance Cameras STE-13-018 - DMV Vehicle VEQ-13-047 26,000 26,000 Subtotal - Deputy Registrar 26,000 - - - - - - - - - 26,000 Liquor Store Parking Lot Improvements © LIQ -13-002 75,000 75,000 Roof © LIQ -18-001 50,000 50,000 Point of Sale Software © VEQ-17-001 20,000 20,000 Liquor Store LIQ -13-003 1,500,000 1,500,000 Liquor Store Coolers Q VEQ-13-046 25,000 25,000 50,000 Subtotal - Liquor Store 25,000 - - 1,600,000 70,000 - - - - - 1,695,000 IT Services Personal Computers STE-13-001 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 156,000 Multi -Server Component Upgrade STE-13-003 - - Laptops STE-13-005 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 30,000 GIS Hardware and Software STE-13-007 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 80,000 Pavement Management Software STE-13-008 3,400 3,600 3,800 4,000 4,200 4,400 4,600 4,600 4,600 4,600 41,800 Subtotal - IT Services 30,000 30,200 30,400 30,600 30,800 31,000 31,200 31,200 31,200 31,200 307,800 2 44 Capital Improvement Plan 2018-2027 Ref. 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total Streets City Street Signs © MNC-13-001 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 400,000 Annual Chip Seal © MNC-14-001 180,000 180,000 180,000 180,000 180,000 180,000 180,000 180,000 180,000 180,000 1,800,000 School Blvd/Cedar Street Signal 150,000 Q STR-13-001 450,000 150,000 TH 25/4th Street Signal 450,000 Parking Lot Reconstruction © 50,000 STR-13-002 500,000 Walnut Street Extension to River Street Q STR-18-002 - Overlay Rural Outlying Streets © STR-13-004 600,000 100,000 Walnut Street/CSAH 75 Pedestrian Improvements 0 STR-18-003 50,000 600,000 E 7th Street/Hwy 25 Intersection © STR-13-005 - 50,000 Splash Pad Q MCC -13-002 300,000 - Fallon Avenue Overpass O STR-13-006 5,950,000 650,000 300,000 Subtotal - Small Area 500,000 - 150,000 6,600,000 Street Light Improvements (see small area) - O STR-13-010 - 150,000 150,000 150,000 150,000 75,000 75,000 75,000 75,000 75,000 975,000 Street Reconstruction - Area 5 © STR-13-007 Stormwater Pond Restoration Q SWD-13-001 40,000 40,000 40,000 40,000 40,000 - Street Reconstruction -Area 6 © 40,000 STR-13-008 400,000 50,000 1,300,000 150,000 1,000,000 1,500,000 Street Reconstruction -Area 7B © STR-13-009 Expand Fallon Avenue Pond 50,000 1,300,000 150,000 500,000 1,500,000 Elm Street Sidewalk and 3rd St ped blinker 500,000 Q STR-15-003 Q SWD-13-004 50,000 150,000 50,000 50,000 50,000 50,000 50,000 50,000 150,000 Sidewalk Gap Improvement Project (TBD) 500,000 A STR-15-004 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 1,000,000 95th Street Extension w/o noise wall Utility - Sewage Q STR-16-001 50,000 1,150,000 100,000 1,300,000 Flashing Yellow Arrow -Signal Improvements Q Q MNC-17-001 STR-16-002 300,000 110,000 110,000 300,000 CR 39/Gillard Ave Intersection Improvements © 150,000 STR-17-001 150,000 250,000 150,000 150,000 150,000 150,000 150,000 150,000 1,500,000 Core Street Sewage Improvements 250,000 Fallon Ave & Trail Improvements - Chelsea to School Q STR-17-002 150,000 1,400,000 150,000 - Liftstation - Marvin Road 1,700,000 Chelsea Road Reconstruction - Fallon to Edmonson 0 STR-17-003 1,600,000 200,000 275,600 WWTP Phosphorus Reduction Improvements UTS-13-003 1,800,000 7th St Mill and Overlay and Cedar St Improvements 0 STR-17-004 650,000 - WWTP Solids Handling Improvements © UTS-13-004 650,000 Collector Road Mill & Overlay/Recon Improvements 0 STR-17-005 500,000 1,365,000 WWTP Phase 2 Improvements © UTS-13-005 1,800,000 500,000 Residential Street Mill and Overlay Improvements 0 STR-17-006 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 4,500,000 Residential Street Reconstruction Improvements 125,000 0 STR-17-007 125,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 4,500,000 Subtotal - Streets 8,970,000 3,120,000 6,570,000 2,120,000 2,620,000 1,495,000 1,395,000 1,395,000 1,395,000 1,395,000 30,475,000 Small Area Study Street Light Improvements 0 STR-13-010 150,000 150,000 TH 25/4th Street Signal Q STR-18-001 50,000 450,000 500,000 Walnut Street Extension to River Street Q STR-18-002 100,000 100,000 Walnut Street/CSAH 75 Pedestrian Improvements 0 STR-18-003 50,000 50,000 Splash Pad Q MCC -13-002 300,000 300,000 Subtotal - Small Area 500,000 - 150,000 450,000 - - - - - - 1,100,000 Stormwater/Drainage Stormwater Pond Restoration Q SWD-13-001 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 400,000 Stormwater Liftstation (TH 25 Pond) © SWD-13-002 1,000,000 1,000,000 Expand Fallon Avenue Pond Q SWD-17-001 500,000 500,000 Boulevard Drainage Tile Q SWD-13-004 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 500,000 Subtotal - Stormwater/Drainage 90,000 1,090,000 590,000 90,000 90,000 90,000 90,000 90,000 90,000 90,000 2,400,000 Utility - Sewage WWTP Demo Obsolete WWTP Equipment Q MNC-17-001 110,000 110,000 Annual Sewage Trunk Improvements © UTS-13-001 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 1,500,000 Core Street Sewage Improvements © UTS-13-001 - Liftstation - Marvin Road Q UTS-13-002 275,600 275,600 WWTP Phosphorus Reduction Improvements UTS-13-003 - WWTP Solids Handling Improvements © UTS-13-004 1,365,000 1,365,000 WWTP Phase 2 Improvements © UTS-13-005 1,800,000 1,800,000 WWTP Repair and Maintenance 0 UTS-16-001 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 1,250,000 WWTP Headworks Improvements 0 UTS-17-001 2,100,000 2,100,000 Fallon Avenue Trunk Line Improvements Q UTS-17-002 50,000 2,500,000 2,550,000 3 45 Capital Improvement Plan 2018-2027 Priority C.) Ref. 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total Sewer Jetter Q VEQ-13-001 400,000 400,000 SCADA System - Sewage VEQ-13-004 700,000 700,000 Subtotal - Sewage 1,025,000 2,475,000 4,415,600 2,485,000 275,000 275,000 275,000 275,000 275,000 275,000 12,050,600 Utility - Water Annual Water System Improvements © UTW-13-001 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 1,500,000 Water Treatment Facility E! UTW-13-002 MCC -13-003 4,500,000 4,500,000 Well #6 © UTW-13-003 20,000 1,200,000 1,200,000 Watermain - 90th Street to Chelsea UTW-13-004 - Booster Station Upgrade 0 UTW-13-005 30,000 - Meter MXUs 0 UTW-15-001 65,000 65,000 65,000 195,000 Truck - Regular Cab 4X4 VEQ-13-002 45,000 Mississippi Room Lighting Replacement 45,000 SCADA System - Water VEQ-13-003 - Subtotal - Water 0 MCC -18-003 260,000 1,415,000 215,000 4,650,000 150,000 150,000 150,000 150,000 150,000 150,000 7,440,000 Monticello Community Center Movable Walls Q MCC -13-001 40,000 40,000 Mississippi Room Dias Top MCC -13-003 20,000 20,000 Concessions Front Counter Replacement Q MCC -13-004 100,000 100,000 East/West Door Handicap Doors Q MCC -17-003 30,000 30,000 New Patio to Replace Old Skate Park MCC -18-001 200,000 200,000 Mississippi Room Lighting Replacement MCC -18-002 35,000 35,000 Card Access Readers 0 MCC -18-003 14,000 14,000 Misc. Mechanical Updates Q MNC-13-004 246,000 246,000 Carpet and Terrazo Repair MNC-13-006 15,000 40,000 55,000 Wood Floor- Mississippi Room MNC-13-007 12,000 12,000 Waterslide Replacement MNC-13-008 150,000 150,000 Vanity and Partition Replacement Q MNC-13-010 10,000 10,000 Facility Door Replacement 0 MNC-13-011 2,500 2,500 2,500 2,500 10,000 Mechanical Improvements Q MNC-13-014 - Walk Track Q MNC-16-001 - Pool Deck Tile Restoration Q MNC-18-001 48,000 48,000 Locker Room Floor Tile Restoration Q MNC-18-002 26,300 26,300 MCC Main Sign Replacement Q MNC-18-003 5,000 5,000 Recreation Software Q VEQ-18-001 10,000 10,000 Recreation Equipment STE-13-013 15,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 105,000 Table Covers STE-13-014 4,000 4,000 Tables Q STE-13-015 5,000 5,000 5,000 15,000 Patio Furniture Q STE-13-016 - Surveillance Camera Update 0 STE-15-001 63,200 63,200 Kitchen Flipping Doors Q STE-18-004 5,000 5,000 Dishwasher STE-17-002 5,000 5,000 Subtotal - MCC 390,300 303,700 355,000 44,500 15,000 12,500 10,000 17,500 50,000 10,000 1,208,500 Grand Total 13,088,000 26,539,600 18,638,700 13,753,800 4,266,500 3,160,200 2,781,900 2,705,400 3,987,900 2,697,900 91,619,900 4 46 River City Community Connection Improvements Ref Street Segment Project and Phase Elements 10 Walnut - 7th to West Bridge Park Pedestrian Crossing Safety - Curb extension / Blinkers 11 Walnut - 7th to West Bridge Park Light Poles (4) 12 Walnut - 7th to West Bridge Park Splash Pad Walnut - 7th to West Bridge Park Splash Pad - amenities 13 Walnut - 7th to West Bridge Park Splash Pad - Possible Head in Parking 14 Walnut - 7th to West Bridge Park Connection to Mississippi River at River Street 16 Walnut - 7th to West Bridge Park Stop sign at Broadway 17 Walnut - 7th to West Bridge Park Public Art and Programming 18Riverstreet-Walnut Parking 20 Broadway - Cedar to Linn Streetscape light fixture and electrical replacement 21 Broadway - Cedar to Linn Bridge Rail Painting 22 Broadway - Cedar to Linn Sidewalk area supporting light poles 23 Broadway - Cedar to Linn Drip Irrigation System 31 Cedar - 7th to East Bridge Park Pedestrian Safety Extensions at Broadway 32 Cedar - 7th to East Bridge Park Light Poles 33 Cedar - 7th to East Bridge Park Landscaping/Trees 40 West Bridge Park Play Structure, Ampitheatre 41 West Bridge Park Upgraded Pier 42 West Bridge Park Pathway and Park lighting 43 West Bridge Park Underpass improvements 44 West Bridge Park Water Feature 50 East Bridge Park Pathway grade transition along River St and Pine to underpass 60 Fourth Street - Walnut to Cedar Signalized crossing at Highway 25 61 Fourth Street - Locust to Walnut Sidewalk 70 Sixth Street - Pine to Walnut Sidewalk - Caribou 80 Sixth Street - Locust to Maple Sidewalk - adjacent to Future Fire Hall expansion 81 Sixth Street - Locust to Linn Trees south side 90 Seventh Street East of Cedar Sidewalk to post office 100 River Street - Cedar to Linn Sidewalk - Partion development driven 101 River Street - Cedar to Linn Pocket Park - Remnant land on back side of Walgreens 110 Locust - 4th to Broadway Sidewalk - Partially Development Driven 119 General Repaint street light poles to Mississippi Bronze 120 General Banners and brackets for 15 block area 121 General Community Sign Improvements 123 General River Street Traffic Calming TBD Items included in operating budget. 15 Walnut - 7th to West Bridge Park Landscaping/Trees 124 General Benches(5/year) 125 General Planters(7/year) Acquired in 2017 1221General Sign manufacturing equipment 2020 Franchise Other Levy Enhance Cultural $ 32,000 Parks Budget Phase/year Potential Funding Source Enhance Cultural Priority 1 Priority 2 Priority 3 Location 2018 2019 Imperative Essential Important Total Enhance Cultural Levy Franchise Other Levy Econ Growth $ 50,000 Engineer $ 50,000 Econ Growth Econ Growth $ 12,000 Streets $ 12,000 Expand Service Expand Service $ 300,000 Parks $ 150,000 $ 50,000 Expand Service $ 15,000 Streets Expand Service $ 15,000 Parks Expand Service $ 15,000 Expand Service $ 75,000 Streets $ 1,000 Parks Econ Growth 1,000 $ 100,000 Engineer $ Econ Growth Expand Service $ 1,000 Streets $ 30,000 Expand Service Enhance Cultural $ 150,000 Parks $ 30,000 $ 30,000 Econ Growth $ 150,000 Streets Enhance Cultural $ 40,000 Econ Growth $ 150,000 Streets $ 150,000 $ 30,000 Enhance Cultural $ 50,000 Streets $ 50,000 $ 50,000 Econ Growth $ 75,000 Streets $ 75,000 Enhance Cultural $ 60,000 Parks $ 60,000 Econ Growth $ 50,000 Engineer Econ Growth $ 150,000 Streets Enhance Cultural $ 5,000 Parks Enhance Cultural $ 100,000 Parks 2020 Franchise Other Levy Enhance Cultural $ 32,000 Parks $ 32,000 Enhance Cultural $ 60,000 Parks $ 60,000 Enhance Cultural $ 10,000 Parks $ 10,000 Enhance Cultural $ 100,000 Parks Enhance Cultural $ 40,000 Parks Econ Growth $ 500,000 Engineer Expand Service $ 40,000 Streets Expand Service $ 15,000 Streets $ 15,000 Expand Service $ 60,000 Streets $ 60,000 Enhance Cultural $ 1,000 Parks $ 1,000 Expand Service $ 30,000 Engineer $ 20,000 Expand Service $ 60,000 Streets $ 30,000 Expand Service $ 10,000 Parks Expand Service $ 60,000 Streets Enhance Cultural $ 40,000 Enhance Cultural $ 30,000 Streets $ 30,000 Enhance Cultural $ 50,000 Streets $ 50,000 Total $ 2,631,000 Econ Growth $ 12,000 Parks Enhance Cultural $ 20,000 Parks Enhance Cultural $ 24,000 Parks Enhance Cultural $ 35,000 Streets $ 50,000 $ 30,000 2021 2022 Franchise Other Levy Franchise Other Levy Franchise Other $ 50,000 $ 150,000 $ 5,000 $ 100,000 $ 100,000 $ 40,000 $ 40,000 $ 10,000 $ 30,000 $ 10,000 $ 50,000 $ 100,000 $ 1,000 $ 30,000 $ 100,000 $ 400,000 $ 45,000 $ 15,000 $ 335,000 $ 162,000 $ 50,000 $373,000 $60,000 $90,000 $ 375,000 $ 150,000 $ 50,000 $276,000 $ 12,000 $ 5,000 $ 4,000 $ 5,000 $ 4,000 $ 5,000 $ 4,000 $ 5,000 $ 4,000 $ 75,000 $ 30,000 $ 150,000 $ 40,000 $0 $415,000 $ 255,000 $ 40,000 $ $ 4,000 47 City of Monticello - Tax Levy Worksheet Prior Year Tax Levy $ 9,150,000 Current Preliminary Tax Levy $ 9,547,000 Difference $ 397,000 4.3% Levy Changes Amount In Levy ADD Subtract REVENUES Charges for services (GF) Multi -unit refuse carts $ 82,000 $ 82,000 $ EXPENDITURES General Fund Wage step adjustment $ 25,000 $ 25,000 $ - $ Wage market adjustment $ 67,000 $ 67,000 $ - $ Health Insurance $ 12,000 $ 12,000 $ - $ Police Hours $ 53,000 $ 53,000 $ - $ Police Inflation $ 43,800 $ 43,800 $ - $ PW Director/Engineer $ 74,000 $ 74,000 $ - $ Central Equipment Fund $ 39,700 $ 39,700 $ - $ Fire Gear (less grant) $ 34,000 $ 34,000 $ - $ Comp Plan revision $ 15,000 $ 15,000 $ - $ WCAT $ 30,000 $ 30,000 $ - $ Community Center Fund Wage step adjustment $ 12,000 $ 12,000 $ - $ Market adjustment $ 14,000 $ 14,000 $ - $ Health Insurance $ 1,000 $ 1,000 $ - $ Other Deputy fire chief GF $ 105,000 $ - $ Public arts programming GF $ 30,000 $ - $ Park survelliance camera GF $ 10,000 $ - $ Banners GF $ 30,000 $ - $ Facilities need study GF $ 65,000 $ - $ Splash pad $ 255,000 $ - $ Curb extensions $ 50,000 $ - $ Streetscape lighting $ 150,000 $ - $ Bridge underpass $ 10,000 $ - $ Sidewalk Caribou $ 15,000 $ - $ Community Signs $ 50,000 $ - $ Total Expenditures $ 1,190,500 $ 420,500 48 AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 11, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING/WORKSHOP Academy Room — 5:15 p.m. 5:15 P.M. 2018 Budget Presentation and Review Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from August 28, 2017 • Regular Meeting Minutes from August 28, 2017 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcement • Monticello Senior Center 50th Anniversary Celebration, Pam Loidolt - Director • Blazin Thru Bertram (9/16) • Wag & Walk Festival (9/24) F. Council Liaison Updates • Highway 25 Coalition • BCOL • IEDC • Planning Commission G. Department Updates • City Administrator Update • Construction Update 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2017-51 accepting donations from CentraCare Health for the Power of Produce kids program and from the Danno Mahoney family for a total of $300 E. Consideration of setting the Truth -in -Taxation public hearing for 6:30 p.m. on December 11, 2017 F. Consideration of appointing a representative to the IEDC for a term to commence immediately and expire December 31, 2017 G. Consideration of adopting Resolution 2017-58 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 9, 2017, to adopt assessments for the 2017 Street Reconstruction and Utility Improvement Project, City Project No. 16C003, for Gillard Avenue, 95th Street, Haug Avenue, 90th Street and Mississippi Drive H. Consideration of approving a Final Stage Planned Unit Development for Self - Storage in a B-3 (Highway Business) District. Applicant: KB Properties, LLC I. Consideration of approving an Assignment of the Development Agreement for Featherstone Yd Addition from Gold Nugget Development to Novak -Fleck Consideration of calling for a public hearing on October 3, 2017 by the Monticello Planning Commission for an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign height and area allowances K. ADD-ON — Consideration of authorizing stormwater repairs on the river outlet at Maple Street at a cost of $13,650 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING - Consideration of adopting Resolution 2017-59 approving a vacation of drainage and utility easements for Lot 2, Block 17; Lot 1, Block 18; and Outlot A, Autumn Ridge Yd Addition B. PUBLIC HEARING — Consideration of adopting Resolution 2017-60 approving the assessments for the TH 25/7th Street Intersection Improvements, City Project No. 15C004 4. Regular Agenda A. Consideration of adopting Resolution 2017-61 approving a special benefit levy by the City of Monticello Economic Development Authority and accepting the EDA 2018 budget B. Consideration of adopting Resolution 2017-62 setting the 2018 City of Monticello's preliminary tax levy C. Consideration of approving a rezoning to PUD, Final Stage Planned Unit Development, Final Plat and Development Agreement for Autumn Ridge Villas for detached single family lots in an R-3 (Medium Density Residential) District at Autumn Ridge 3rd Addition. Applicant: SW Wold Construction/Ocello, LLC 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, August 28, 2017 — 4:30 p.m. North Mississippi Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Wayne Oberg, Angela Schumann, Shibani Bisson, Rachel Leonard, Tom Moores, Sarah Rathlisberger, Tracy Ergen, Tom Pawelk, Matt Theisen, Ann Mosack, Jim Thares, John Rued, Daryl Gilles, and Mike Mossey 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 4:30 p.m. 2. Fire Department Budget Presentation Mike Mossey, Fire Chief, presented the Fire Department's 2018 budget. He reviewed the department's strategic goals and objectives. This included the station remodel and space needs. He then touched on workload and the future purchase of an aerial truck. There was a small discussion on hiring a full time Deputy Chief in 2018. 3. Building Department Budget Presentation John Rued, Chief Building Official, gave his 2018 budget overview. This included the department's strategic goals and objectives. Two items possibly affecting the budget is for an office improvements of doors for the Building Department, and to research electronic plan review. 4. Administration/City Clerk Budget Presentation City Clerk Jennifer Schreiber led the presentation by noting the request to add new election equipment to the agenda. Jeff O'Neill, City Administrator, then presented the potential Facility Needs Study that would also need to be added into the budget. This study has a cost of $65,000. 5. Human Resources Budget Presentation Tracy Ergen, Human Resource Director, presented the department's budget. Ms. Ergen noted the budget highlights which included the purchase and implementation of Insight — and applicant tracking system. The cost is $3,000 for set-up and training and $3,358 annual cost. City Council Special Meeting Minutes—August 28, 2017 52 6. MCC Budget Presentation Ann Mosack, Community Center Director, presented the budget for the Community Center. Following a review of the department's strategic goals and objectives, statistics were provided for member visits and memberships. Revenues and future capital improvement projects were also presented. 7. WWTP — Review of Veolia Proposal Jeff O'Neill provided a brief history of the proposal. Wayne Oberg, Finance Director, commented on the proposal from Veolia and noted discrepancies with fixed and reimbursable costs. Chuck Keyes, Veolia Manager, addressed the City Council and noted that he made an error. Mr. Oberg suggested that the city wait on a decision until applications are received for the Wastewater Treatment Plant Superintendent. Mr. Oberg is confident that the city would save money by operating the WWTP in house. In addition, employees could be used by other departments for peak events. Councilmember Fair moved to table any decision regarding Veolia until a future meeting. Councilmember Gabler seconded the motion. Motion carried unanimously. 8. Final Base Budget Review Wayne Oberg gave a final base budget review. He notes tax capacity, tax base changes, and the tax levy. He briefly spoke on the tax levy impacts which included impact items that have been included in the draft 2018 budget and impact items that have not been included. The City Council will need to decide which of these items, if any, should be added to the budget, which will increase the levy. 9. Adjournment By consensus the meeting was adjourned at 6:25 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes—August 28, 2017 53 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 28, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, and Lloyd Hilgart Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. All City Councilmembers were present. B. Approval of Meeting Minutes Special Meeting Minutes from August 14, 2017 Councilmember Gabler moved approval of the August 14, 2017, special meeting minutes. Councilmember Fair seconded the motion. Motion carried unanimously. Regular Meeting Minutes from August 14, 2017 Councilmember Fair moved approval of the August 14, 2017, regular meeting minutes. Councilmember Hilgart seconded the motion. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Mayor Stumpf requested an update on possible means of recognition of VFW baseball and other notable achievements. D. Citizen Comments • Councilmember Fair read a letter from Ann Burns speaking out against hatred. The City Council concurred with the letter. E. Public Service Announcements Rachel Leonard, Communications Coordinator, gave an overview of the following: • Labor Day Hours • MCC Facility Hours —On September 5, 2017, the MCC will resort back to its regular business hours. • Blazin' Thru Bertram is on September 16, 2017. City Council Minutes —August 28, 2017 Page 1 1 6 54 Upcoming MCC Pool Closure — Set to close September 25, 2017 for six weeks. F. Council Liaison Updates • None. G. Department Updates • Jeff O'Neill, City Administrator, provided updates on the following: 1. Mr. O'Neill's updates were mentioned within agenda items. 2. Consent Agenda Councilmember Fair moved approval of the Consent Agenda excluding items H and I. Councilmember Davidson seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,135,040.21. B. Consideration of approving new hires/departures. Recommendation: Approved the hire for MCC and departures for the MCC and Liquor Store. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as presented. D. Consideration of approving a Special Event Permit for use of City Resources on Sunday, September 24, 2017, for the Wag and Walk Festival. Applicant: Monticello Paws for Parks. Recommendation: Approved the Special Event Permit for the Wag & Walk Festival by the Monticello Paws for Parks Committee on September 24, 2017, including waiving of the Special Permit fee, allowance for vendors in Meadow Oak Park, and use of city resources as described in the staff report, subject to the following conditions: 1) all dogs must be leashed throughout the event in accordance with city ordinance, Title 6, Chapter 2 — Dogs and Other Domestic Animals; and 2) continued coordination with Parks Superintendent and compliance with the recommendations of the Parks Superintendent regarding the event. E. Consideration of authorizing a contract with Commercial Realty Solutions for broker/listing service for city owned bio -solids site. Recommendation: Authorized the city to enter into a Broker Marketing -Listing contract with Commercial Realty Solutions (CRS) for sale of the bio -solids site. F. Consideration of approving nighttime working hours (7 p.m. — 7 a.m.) along Hart Boulevard West for the 2017 Street and Utility Improvement Project, City Project No. 16C003. Recommendation: Approved night time working hours along Hart Boulevard from 7 p.m. to 7 a.m. with watermain shutdowns between 11 p.m. and 7 a.m., for one night, between September 5 and 13. City Council Minutes—August 28, 2017 Page 2 1 6 55 G. Consideration of adopting Resolution m2017-50 authorizing presentation of offers for property acquisition as related to the Fallon Avenue Overpass Project, City Project No. 16C006. Recommendation: Adopted Resolution 2017-50 authorizing presentation of offers for property acquisition as related to the Fallon Avenue Overpass Project City Project No.16C006. H. Consideration of approving Ordinance 676 amending the official Monticello Zoning Map rezoning from B-4 (Regional Business) to B-3 (Highway Business) District and Ordinance 677 approving text amendment to the Monticello Zoning Ordinance Section 5.2 Use -Specific Standards. Recommendation: ITEM WAS REMOVED FROM CONSENT AGENDA. I. Consideration of approving lighting upgrades in the community center pool area for a total cost of $15,650. Recommendation: ITEM WAS REMOVED FROM CONSENT AGENDA. J. Consideration of adopting a letter of understanding between the City of Monticello and the City of Becker that identifies the terms for the sharing of aquatic facilities and services during an approved closure. Recommendation: Adopted the letter of understanding between the City of Monticello and the City of Becker for the reciprocal usage of aquatic facilities and services during approved closures. K. Consideration of adopting agreement between the City of Monticello, the Economic Development Authority, Swan River School, Swan River Building Company, and Sherburne State Bank. Recommendation: Adopted agreement between the City of Monticello, the Economic Development Authority, Swan River School, Swan River Building Company and Sherburne State Bank pertaining to previous agreement termination (with exception), and establishing revised First Option and right of First Refusal terms. 2A. Consideration of items removed from the Consent Agenda for discussion. H. Consideration of approving 676 amending the official Monticello Zoning Map rezoning from B-4 (Regional Business) to B-3 (Highway Business) District and Ordinance 677 approving text amendment to the Monticello Zoning Ordinance Section 5.2 Use -Specific Standards. Councilmember Hilgart removed the item and questioned the process in regard to the rezoning taking place before the receipt of an application. Steve Grittman, NAC, responded that the applicant has indicated his plans, however, did not want to submit an application until it was certain that the rezoning would be approved. Councilmember Hilgart moved approval of Decision 1/Alternative 1 — to adopt Ordinance 676, rezoning the subject property from B-4, Regional City Council Minutes —August 28, 2017 Page 3 1 6 56 Business to B-3, Highway Business, based on findings in Resolution No. PC - 2017 -024. Councilmember Gabler seconded the motion. Motion carried unanimously. Councilmember Hilgart moved approval of Decision 2/Alternative 1— to adopt Ordinance 677, amending the building size ratio for vehicle sales/rental uses, based on findings in Resolution No. PC -2017- 025. Councilmember Davidson seconded the motion. Motion carried unanimously. I. Consideration of approving lighting upgrades in the community center pool area for a total cost of $15,650. Councilmember Davidson removed the item and questioned whether or not the upgrades could be budgeted and completed next year. Ann Mosack, Community Center Director, responded that it could wait until next year, however, she preferred that it be completed during the shutdown of the pool this year. Councilmember Davidson moved approval of the lighting upgrade in the community center pool area for a total cost of $15,650 by Wes Olson. Councilmember Fair seconded the motion. Motion carried unanimously. 3. Regular Agenda A. Consideration of approving Ordinance 678 amending the Monticello Zoning Ordinance for drivewav width for single familv parcels. Angela Schumann, Community Development Director, gave an overview of the ordinance amendment. She noted that the Planning Commission held a public hearing on August 1, 2017 and recommended that the width should remain at 24' at the street with a width of 30' at property line. It is the recommendation of staff that no action be taken and the ordinance remain at 24' maximum driveway width. The item was discussed briefly and included conversation on enforcement, which could be difficult. The Council requested that information be provided on the new ordinance, for example, in the newsletter. Mayor Stumpf moved to adopt Ordinance 678 approving an amendment to the Monticello Zoning Ordinance to allow additional driveway width between the property line and public street for single-family properties in the R-1, R-2 and R -A zoning districts, at a maximum of 30' at the property line, maintaining 28' maximum width at the public street with permit. Councilmember Hilgart seconded the motion. Motion carried 3-2; Councilmembers Davidson and Gabler voted against. B. Consideration of approving a request for Development Stage Planned Unit Development and Preliminary Plat for Autumn Ridge Villas for detached single family lots in an R-3 (Medium Densitv Residential) District at Autumn Ridge 3rd Addition. Applicant: SW Wold Construction/Ocello, LLC City Council Minutes —August 28, 2017 Page 4 1 6 57 Steve Grittman, NAC, gave an overview on the request and noted that the Planning Commission held a public hearing and recommended 3-1 to approve the rezoning to PUD, development stage PUD and preliminary plat. The dissenting vote had a concern in regard to the separation between buildings. The City Council won't consider the rezoning until there is consideration of the final plat. In addition, the property owner has petitioned for vacation of easement for portion of Autumn Ridge 3rd addition to be replatted, and this public hearing is being conducted September 11, 2017. Councilmember Fair moved Decision 1/Alternative 1 — adoption of Resolution 2017-56 approving the preliminary plat for Autumn Ridge Villas, based on the findings in said resolution and contingent on the conditions noted in Exhibit Z. Councilmember Hilgart seconded the motion. Motion carried unanimously. Councilmember Fair moved Decision 2/Alternative I — to approve the Development Stage Planned Unit Development, based on the findings in Resolution No. PC -2.17-019 and contingent on the conditions noted in Exhibit Z. Councilmember Hilgart seconded the motion. Motion carried unanimously. C. Consideration of funding the proposed WCAT local share in an amount of $3,190.55 for transportation services to Monticello residents for period prior to WCAT membership Added Items Jeff O'Neill, City Administrator, presented the item. The City Council is being asked to consider a pro rate share of transportation costs based on Monticello ridership, for a time before Monticello's participation in the organization. There was some discussion of City Council with the Mayor and Councilmember Gabler expressing concern about paying for something that took place before they were members. Councilmember Hilgart moved to fund the proposed WCAT local share in an amount of $3,190.55 for pro rata share of costs incurred prior to formal involvement in the organization. Councilmember Davidson seconded the motion. Motion carried 3-2; Mayor Stumpf and Councilmember Gabler voted against. Mayor Stumpf requested an update on recognition of organizations. Rachel Leonard provided an update, noting that the City puts information on the Hi - Way Liquors sign and online. Following adjournment of the closed meeting, by consensus the regular meeting was adjourned at 7:17 p.m. City Council Minutes —August 28, 2017 Page 5 1 6 58 Recorder: Jennifer Schreiber Approved: Attest: City Council Minutes —August 28, 2017 City Administrator Page 6 1 6 59 City Council Agenda 09/11/2017 2A. Consideration of avvrovin2 pavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $1,511,201.72. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers .o Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 09/01/2017 - 10:07AM Batch: 00215.08.2017 - 215.08.2017 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 8/31/2017 5843395-5 15.00 08/31/2017 217-41990-438100 8/31/2017 5863599-6 15.00 08/31/2017 101-42700-438100 8/31/2017 5806932-5 15.00 08/31/2017 101-45201-438100 8/31/2017 5821009-5 32.48 08/31/2017 101-42200-438100 8/31/2017 5864452-7 43.00 08/31/2017 101-45501-438100 8/31/2017 5788570-9 22.44 08/31/2017 609-49754-438100 8/31/2017 5804618-6 15.00 08/31/2017 101-45201-438100 8/31/2017 5768542-2 61.89 08/31/2017 101-41940-438100 8/31/2017 5768542-2 1,431.24 08/31/2017 226-45126-438100 8/31/2017 5768542-2 23.21 08/31/2017 101-45175-438100 8/31/2017 5768542-2 30.95 08/31/2017 101-42800-438100 8/31/2017 5828859-8 15.00 08/31/2017 101-41940-438100 8/31/2017 8235331-9 16.03 08/31/2017 101-41941-438100 8/31/2017 8235333-5 16.03 08/31/2017 101-41941-438100 8/31/2017 8000015233-2 1,563.50 08/31/2017 602-49480-438100 8/31/2017 5799425 58.92 08/31/2017 101-43127-438100 8/31/2017 5799427 15.00 08/31/2017 101-43127-438100 8/31/2017 5820786 15.00 08/31/2017 101-43127-438100 8/31/2017 5837384 54.36 08/31/2017 101-43127-438100 Check Total: 3,459.05 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 2 102474 Money Movers - Fitness Rewards - July 2017 51.75 08/31/2017 226-45122-430900 Check Total: 51.75 Vendor: 4470 US BANK - BONDS Check Sequence: 3 8/7/2017 Investment of Funds - PMA 1,000,000.00 08/31/2017 955-00000-104010 Check Total: 1,000,000.00 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 4 AP -Computer Check Proof List by Vendor (09/01/2017 - 10:07 AM) Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True Page 1 61 Invoice No Description Amount Payment Date Acct Number August 2017 MCC CC Fees (WF- Front Desk) 1,315.66 08/31/2017 226-45122-443980 August 2017 MCC CC Fees (WF- Online) 28.49 08/31/2017 226-45122-443980 August 2017 MCC CC Fees (iAccess - Fmrs Mkt) 83.10 08/31/2017 226-00000-220100 August 2017 Liquor Store CC Fees (WF) 12.00 08/31/2017 609-49754-443980 August 2017 Liquor Store CC Fees (WF) 7,638.05 08/31/2017 609-49754-443980 August 2017 City Hall CC Fees (WF) 161.21 08/31/2017 101-41520-443980 August 2017 Utility CC Fees (Bluefin) 681.58 08/31/2017 601-49440-443980 August 2017 Utility CC Fees (Bluefin) 681.59 08/31/2017 602-49490-443980 August 2017 Utility CC Fees (AmEx) 55.97 08/31/2017 601-49440-443980 August 2017 Utility CC Fees (AmEx) 55.96 08/31/2017 602-49490-443980 August 2017 MCC ACH Return 8/15/17 132.00 08/31/2017 226-00000-115031 Check Total: 10,845.61 Vendor: 1585 XCEL ENERGY Check Sequence: 5 8/31/2017 51-6572904-0 - WWTP 6/4-7/4/17 14,867.70 08/31/2017 602-49480-438100 8/31/2017 516505905-0 - Water 8/1/17 7,527.28 08/31/2017 601-49440-438100 8/31/2017 51-6505906-1 - Sewer -8/1/17 1,220.78 08/31/2017 602-49490-438100 8/31/2017 51 -6505906 -1 -Sewer -8/29/17 1,165.00 08/31/2017 602-49490-438100 8/31/2017 51-0395766-0 - Pumphouse 405 Ramsey 5,269.59 08/31/2017 601-49440-438100 8/31/2017 51-4271112-2 - Library 1,327.34 08/31/2017 101-45501-438100 8/31/2017 51-6505907-2 - Parking Lots 6/4-7/4/17 94.35 08/31/2017 101-43160-438100 8/31/2017 51-6505907-2 -(3) auto protective lights 6/28-7/: 67.17 08/31/2017 101-43160-438100 8/31/2017 ZZZNEP-IMPLEM- 51-6505908-3 6/4-7/4 17.64 08/31/2017 101-42500-438100 8/31/2017 51-6505909-4 - DMV & Food Shelf 297.33 08/31/2017 217-41990-438100 8/31/2017 51-6505910-7 - Liquor Store 2,417.21 08/31/2017 609-49754-438100 8/31/2017 51-6505911-8 - City Hall 2,561.92 08/31/2017 101-41940-438100 8/31/2017 51-6505911-8 - MCC 11,603.95 08/31/2017 226-45126-438100 8/31/2017 51-6505911-8 - Senior Center 602.80 08/31/2017 101-45175-438100 8/31/2017 51-6505911-8 -Natiional Guard 301.40 08/31/2017 101-42800-438100 8/31/2017 51-6505912-9 -Animal Shelter 6/4-7/4/17 120.44 08/31/2017 101-42700-438100 8/31/2017 51-6505913-0 - Fire Station 6/4-7/4/17 516.72 08/31/2017 101-42200-438100 8/31/2017 516505914-1 - Shop/Garage 5/4-6/4/17 927.64 08/31/2017 101-43127-438100 8/31/2017 516505914-1 - Shop/Garage 6/4-7/4/17 1,181.79 08/31/2017 101-43127-438100 8/31/2017 51-6505915-2 - Parks 500.21 08/31/2017 101-45201-438100 8/31/2017 51-6505915-2 - Water - skating rink 28.03 08/31/2017 601-49440-438100 8/31/2017 51-6505915-2 - Parks- Consc & Sec Lights 186.66 08/31/2017 101-45203-438100 8/31/2017 51-6505915-2 - Parks- NSP Ballfield Lights- Sol 744.74 08/31/2017 101-45203-438100 8/31/2017 51-6505916-3 - Street Lights 986.48 08/31/2017 101-43160-438100 8/31/2017 51-0371645-4 - Parks Swan Cam 6/4-7/4/17 19.26 08/31/2017 101-45201-438100 8/31/2017 51-7780310-4 - Bldg. Inspec. Garage 6/4-7/4/17 31.24 08/31/2017 101-41940-438100 8/31/2017 51-9391437-3 - 118 W 6th Street 569.27 08/31/2017 101-41941-438100 8/31/2017 ZCULPS-EXPENS- 51-0623082-8 - EDA 349 V 18.22 08/31/2017 213-46522-438100 AP -Computer Check Proof List by Vendor (09/01/2017 - 10:07 AM) Reference ACH Enabled: True IM Page 2 Invoice No Description Amount Payment Date Acct Number Reference 8/31/2017 51-6572904-0 - WWTP 7/4-8/2/17 12,941.89 08/31/2017 602-49480-438100 8/31/2017 51-6505907-2 - Parking Lots 7/4-8/1/17 103.23 08/31/2017 101-43160-438100 8/31/2017 51-6505909-4 - DMV & Food Shelf 326.33 08/31/2017 217-41990-438100 8/31/2017 51-6505912-9 -Animal Shelter 7/4-8/2/17 144.15 08/31/2017 101-42700-438100 8/31/2017 51-6505913-0 - Fire Station 7/4-8/2 573.41 08/31/2017 101-42200-438100 8/31/2017 51-0371645-4 - Parks Swan Cam 7/4-8/2/17 19.11 08/31/2017 101-45201-438100 8/31/2017 51-7780310-4 - Bldg. Inspec. Garage 7/4-8/2/17 34.92 08/31/2017 101-41940-438100 8/31/2017 ZZZNEP-IMPLEM- 51-6505908-3 7/4-8/2 18.07 08/31/2017 101-42500-438100 Check Total: 69,333.27 Total for Check Run: 1,083,689.68 Total of Number of Checks: 5 The preceding list of bills payable was reviewed and approved for payment. Date: 9/11/17 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (09/01/2017 - 10:07 AM) Page 3 63 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 09/06/2017 - 1:28PM Batch: 00202.09.2017 - 202.09.2017 AP Invoice No Description Vendor: 1021 AME RED E MIX INC 114544 (6.5) CY 4000 114682 Check Sequence: 1 (3.75) CY 4000 AE; Buckeye Fiber; small load False 941.50 Check Total: Vendor: 1036 APEC AQUISITIONS INC 121937 09/12/2017 Filters 16x123 (6) Check Total: Vendor: 4784 APPLEWOOD HOMES 8/25/2017 Escrow Refund - 1217 Prairie Pine Ct/Club West Check Sequence: 2 ACH Enabled: Check Total: Vendor: 1039 AQUA LOGIC INC 46714 Service Heater - Bypass Valve, Governor, Pressu Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3201656 ACH Enabled: resale - beer 3203313 09/12/2017 resale - beer Check Total: Vendor: 4502 ARVIG 266501-2 Juli 2017 - Locators & Supplies- waited for quot Check Sequence: 4 ACH Enabled: Check Total: Vendor: 4786 PATRICK BAUMGARD 8/29/2017 July & August Programs (3) AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Moiiii6effo Y Amount Payment Date Acct Number Reference Check Sequence: 1 ACH Enabled: False 941.50 09/12/2017 101-43120-422410 673.75 09/12/2017 101-43120-422410 1,615.25 Check Sequence: 2 ACH Enabled: True 170.57 09/12/2017 226-45126-421990 170.57 Check Sequence: 3 ACH Enabled: False 2,000.00 09/12/2017 101-00000-220110 2,000.00 Check Sequence: 4 ACH Enabled: True 566.50 09/12/2017 226-45124-431990 566.50 Check Sequence: 5 ACH Enabled: False 178.75 09/12/2017 609-49750-425200 30.75 09/12/2017 609-49750-425200 209.50 Check Sequence: 6 ACH Enabled: True 6,966.69 09/12/2017 656-49877-421800 6,966.69 Check Sequence: 7 ACH Enabled: False 225.00 09/12/2017 101-00000-220150 64 Page 1 Invoice No Description AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Check Total: Vendor: 1186 BDG INC 21530 dba-Flexible Pipe Tool- hose coupling, Piranha, Check Total: Vendor: 1065 BELLBOY CORPORATION 60339100 resale - liquor 60339100 resale - wine 60339100 freight 60422700 resale - liquor 60422700 resale - wine 60422700 freight Check Sequence: 9 Check Total: Vendor: 1067 BERNICK'S 15830 resale - coffee 45768 resale - soda pop 45768 resale -juice 45769 resale - beer 46525 resale - soda, gatorade 50682 resale - beer credit 50683 resale - soda pop 50684 resale - beer 51385 resale - pop 17.60 Check Total: Vendor: 1080 BRAEMAR MAILING SERVICE INC 58216 UB August 2017 Invoices - (3784) FNM Insert 58216 UB August 2017 Invoices - (3784) Print, Fold, E 58216 UB August 2017 Invoices - (3784) Print, Fold, E Check Sequence: 10 Check Total: Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII 1080680873 resale - liquor 1080680873 resale - wine 1080680873 freight 1080680974 resale - beer 1080684269 resale - liquor AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 225.00 Check Sequence: 8 ACH Enabled: True 60.50 09/12/2017 602-49490-440440 60.50 Check Sequence: 9 ACH Enabled: True 462.16 09/12/2017 609-49750-425100 64.00 09/12/2017 609-49750-425300 11.23 09/12/2017 609-49750-433300 957.50 09/12/2017 609-49750-425100 52.00 09/12/2017 609-49750-425300 17.60 09/12/2017 609-49750-433300 1,564.49 Check Sequence: 10 ACH Enabled: False 87.36 09/12/2017 226-45125-425410 87.00 09/12/2017 609-49750-425400 20.00 09/12/2017 609-49750-425500 1,400.25 09/12/2017 609-49750-425200 254.25 09/12/2017 226-45125-425410 -69.05 09/12/2017 609-49750-425200 151.00 09/12/2017 609-49750-425400 1,904.80 09/12/2017 609-49750-425200 98.00 09/12/2017 226-45125-425410 3,933.61 Check Sequence: 11 ACH Enabled: False 37.84 09/12/2017 656-00000-202099 677.22 09/12/2017 601-49440-431800 677.23 09/12/2017 602-49490-431800 1,392.29 Check Sequence: 12 ACH Enabled: False 2,658.40 09/12/2017 609-49750-425100 138.00 09/12/2017 609-49750-425300 25.45 09/12/2017 609-49750-433300 130.50 09/12/2017 609-49750-425200 2,243.42 09/12/2017 609-49750-425100 65 Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1080684269 resale - wine 408.00 09/12/2017 609-49750-425300 1080684269 freight 31.65 09/12/2017 609-49750-433300 Check Total: 5,635.42 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 13 ACH Enabled: True 3725 resale- wine 408.00 09/12/2017 609-49750-425300 Check Total: 408.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 1977572 resale - beer 13,475.65 09/12/2017 609-49750-425200 1982707 resale - beer 17,039.00 09/12/2017 609-49750-425200 1982707 resale - beer n/a 190.70 09/12/2017 609-49750-425400 354-188 resale - beer -153.25 09/12/2017 609-49750-425200 Check Total: 30,552.10 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 15 ACH Enabled: False 14228 resale - wine 888.00 09/12/2017 609-49750-425300 Check Total: 888.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 16 ACH Enabled: True 375-113 resale - beer 82.50 09/12/2017 609-49750-425200 748527 resale - beer 29.80 09/12/2017 609-49750-425200 751738 resale - beer 313.70 09/12/2017 609-49750-425200 Check Total: 426.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 17 ACH Enabled: False 00095520 Monthly Tank Rental 45.00 09/12/2017 226-45124-421600 00141720 Bulk Carbon Dioxide (286 lbs) 84.20 09/12/2017 226-45124-421600 Check Total: 129.20 Vendor: 3750 MARK CHRISTIANSEN Check Sequence: 18 ACH Enabled: False 8/29/2017 Farmers Market Token Collection Log - 8/10/17 10.00 09/12/2017 226-00000-220100 Check Total: 10.00 Vendor: 4158 COMMERCIAL ASPHALT COMPANY Check Sequence: 19 ACH Enabled: False 170831 (5.10) T Hotmix -MV4 Wear Rec 5.9%/4.2$, B 252.71 09/12/2017 101-43120-422400 AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Page 3 66 Invoice No Description Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 112146 252.71 resale - beer credit 1300649 resale - beer 157284 Check Sequence: 20 resale - beer 157284 09/12/2017 resale - beer n/a 157502 128.00 resale - beer 157662 resale - beer 157662 609-49750-425200 resale - beer n/a 157837 09/12/2017 resale - beer 157848 1,874.30 resale - beer credit 158071 resale - beer 158071 609-49750-425200 resale - beer n/a 158398 09/12/2017 resale - beer 158398 175.20 resale - beer n/a 158409 resale - beer 09/12/2017 609-49750-425200 Check Total: Vendor: 4543 JUDY DOTY 123 44.10 September Programs (6) 609-49750-425400 Check Total: Vendor: 1151 EARL F ANDERSEN INC- DIVISION OF SAF 0115408 09/12/2017 (15) 30" DG3 STOP 108.00 Check Total: Vendor: 1153 ECM PUBLISHERS INC 519212 Laborer Wanted - Ad # 720106 522724 15C004 - Assessment Hearing 25/7th Ad# 7252, 522725 210.00 201712 - Carlisle Village PH - Ad # 725428 522726 Small Area Study PH - Ad # 725253 525804 Ad #708976- Fall Sports Schedule 8/31/17 527111 Ad #708976 - Fall Sports Schedule 9/1/17 ACH Enabled: False 966.30 Check Total: Vendor: 4191 ELK RIVER GREENHOUSE LLC 8/29/2017 Farmers Market Token Collection Log - 8/17/17 AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 252.71 Check Sequence: 20 ACH Enabled: True -94.38 09/12/2017 609-49750-425200 128.00 09/12/2017 609-49750-425200 26,286.82 09/12/2017 609-49750-425200 328.15 09/12/2017 609-49750-425400 1,874.30 09/12/2017 609-49750-425200 31,269.32 09/12/2017 609-49750-425200 68.05 09/12/2017 609-49750-425400 175.20 09/12/2017 609-49750-425200 -200.40 09/12/2017 609-49750-425200 6,271.10 09/12/2017 609-49750-425200 44.10 09/12/2017 609-49750-425400 187.00 09/12/2017 609-49750-425200 50.40 09/12/2017 609-49750-425400 108.00 09/12/2017 609-49750-425200 66,495.66 Check Sequence: 21 ACH Enabled: False 210.00 09/12/2017 101-00000-220150 210.00 Check Sequence: 22 ACH Enabled: False 966.30 09/12/2017 101-43120-422600 966.30 Check Sequence: 23 ACH Enabled: True 99.00 09/12/2017 101-43120-435100 250.75 09/12/2017 400-43300-459014 119.99 09/12/2017 101-41910-435100 101.53 09/12/2017 101-41910-435100 13.36 09/12/2017 609-49754-434990 26.64 09/12/2017 609-49754-434990 611.27 Check Sequence: 24 ACH Enabled: True 266.00 09/12/2017 226-00000-220100 67 Page 4 Invoice No Description Check Total: Vendor: 4114 STEPHANIE ELLINGSON 8/29/2017 Farmers Market Token Collection Log - 8/24/17 ACH Enabled: Check Total: Vendor: 1878 ESS BROTHERS & SONS INC 6282 16C003- Manhole cover Miss. Drive- Core City 30.00 Check Total: Vendor: 2561 FERGUSON WATERWORKS #2516 0254778 WWTP Digesters Bldg- 4HP Turbine Mtr Ecdr I. Check Total: Vendor: 4051 MICHELE FORSMAN 122 Sept - Dec Programs (4) 400-43300-459016 Check Total: Vendor: 3748 JEFFREY D GARDNER 8/29/2017 Farmers Market Token Collection Log 8/24/17 Check Total: Vendor: 3762 GARRETTS DIAMOND CITY BREAD 8/29/2017 Enabled: Farmers Market Token Collection Log - 8/17/17 1,522.37 Check Total: Vendor: 1413 GOPHER STATE ONE CALL INC 7080579 1,522.37 Aug. 2017 (253) tickets - 1/2 7080579 Aug. 2017 (253) tickets - 1/2 Check Total: Vendor: 1205 GRAINGER INC 9537912397 2 HP GP Motor False 140.00 Check Total: Vendor: 4009 KYLYNN HALICAN AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 266.00 Check Sequence: 25 ACH Enabled: True 30.00 09/12/2017 226-00000-220100 30.00 Check Sequence: 26 ACH Enabled: False 265.50 09/12/2017 400-43300-459016 265.50 Check Sequence: 27 ACH Enabled: False 1,522.37 09/12/2017 601-49440-422701 1,522.37 Check Sequence: 28 ACH Enabled: False 140.00 09/12/2017 101-00000-220150 140.00 Check Sequence: 29 ACH Enabled: True 77.00 09/12/2017 226-00000-220100 77.00 Check Sequence: 30 ACH Enabled: True 72.00 09/12/2017 226-00000-220100 72.00 Check Sequence: 31 ACH Enabled: True 170.78 09/12/2017 601-49440-432770 170.77 09/12/2017 656-00000-202099 341.55 Check Sequence: 32 ACH Enabled: False 709.56 09/12/2017 226-45126-422990 709.56 Check Sequence: 33 ACH Enabled: False 68 Page 5 Invoice No Description Amount Payment Date Acct Number Reference 124 August - December Programs (4) 155.00 09/12/2017 101-00000-220150 Check Total: 155.00 Vendor: 1223 HAWKINS INC Check Sequence: 34 ACH Enabled: True 4145332 Pool Chemicals 624.73 09/12/2017 226-45124-421600 Check Total: 624.73 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 35 ACH Enabled: False 915338 resale - beer 457.00 09/12/2017 609-49750-425200 Check Total: 457.00 Vendor: 4755 CHAD HOLLISTER Check Sequence: 36 ACH Enabled: True COM0002 Cleaning Services - August 2017 FNM 216.00 09/12/2017 656-00000-202099 COM0002 Cleaning Services - August 2017 Prairie Center 260.00 09/12/2017 101-41941-431990 COM0002 Cleaning Services - August 2017 Senior Center 294.00 09/12/2017 101-45175-431990 COM0002 Cleaning Services - August 2017 City Hall 294.00 09/12/2017 101-41940-431990 COM0002 Cleaning Services - August 2017 Gym 166.00 09/12/2017 226-45126-431990 COM0002 Cleaning Services - August 2017 Library 1,005.00 09/12/2017 101-45501-431990 COM0002 Cleaning Services - August 2017 MCC 2,190.00 09/12/2017 226-45126-431990 Check Total: 4,425.00 Vendor: 3749 DANIEL PAUL HUNZ Check Sequence: 37 ACH Enabled: True 8/29/2017 Farmers Market Token Collection Log - 8/24/17 11.00 09/12/2017 226-00000-220100 Check Total: 11.00 Vendor: 3356 INDIAN ISLAND WINERY Check Sequence: 38 ACH Enabled: False 1728 resale- wine 275.52 09/12/2017 609-49750-425300 Check Total: 275.52 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 39 ACH Enabled: False Oct 2017 October Health Insurance 50,350.00 09/12/2017 101-00000-217061 Oct 2017 October Health Insurance - Union 15,210.00 09/12/2017 101-00000-217061 Check Total: 65,560.00 Vendor: 1253 J H LARSON COMPANY Check Sequence: 40 ACH Enabled: False S101558387.001 50W (6) & 250W (12) Lamps 187.56 09/12/2017 226-45126-422990 AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) 69 Page 6 Invoice No Description Check Total Vendor: 1263 Check Total: Vendor: 3369 JAKE'S EXCAVATING INC 3227 Thompson 8/4/17 5804148 Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2711561 resale- beer 2711561 resale - beer n/a 2711561 freight 2711575 resale - beer 2711575 resale - beer n/a Check Total Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 5802947 resale - beer 5804148 resale - liquor 5804148 freight 5804149 freight 5804149 resale - wine 5804149 resale - mix 5804150 resale - beer 5806710 resale - liquor 5806710 freight 5806711 freight 5806711 resale - wine 5808285 resale - liquor 5808285 freight 5808286 resale - wine 5808286 resale - wine n/a 5808286 freight 5808287 resale - beer 5809523 resale - liquor 5809523 freight 5809524 freight 5809524 resale - wine 5809524 resale - mix 5812414 resale - liquor 5812414 freight 5812415 resale - wine AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number 187.56 Check Sequence: 41 400.00 09/12/2017 651-49010-431150 400.00 Check Sequence: 42 2,485.50 09/12/2017 609-49750-425200 50.40 09/12/2017 609-49750-425400 3.00 09/12/2017 609-49750-433300 2,232.15 09/12/2017 609-49750-425200 43.00 09/12/2017 609-49750-425400 4,814.05 Check Sequence: 43 43.98 09/12/2017 609-49750-425200 3,874.59 09/12/2017 609-49750-425100 42.95 09/12/2017 609-49750-433300 55.87 09/12/2017 609-49750-433300 2,381.65 09/12/2017 609-49750-425300 38.00 09/12/2017 609-49750-425400 73.80 09/12/2017 609-49750-425200 3,868.50 09/12/2017 609-49750-425100 75.99 09/12/2017 609-49750-433300 20.86 09/12/2017 609-49750-433300 662.95 09/12/2017 609-49750-425300 7,027.95 09/12/2017 609-49750-425100 91.64 09/12/2017 609-49750-433300 1,731.40 09/12/2017 609-49750-425300 163.35 09/12/2017 609-49750-425400 58.11 09/12/2017 609-49750-433300 21.99 09/12/2017 609-49750-425200 5,504.57 09/12/2017 609-49750-425100 68.46 09/12/2017 609-49750-433300 54.50 09/12/2017 609-49750-433300 2,001.73 09/12/2017 609-49750-425300 28.85 09/12/2017 609-49750-425400 2,878.75 09/12/2017 609-49750-425100 39.25 09/12/2017 609-49750-433300 1,485.00 09/12/2017 609-49750-425300 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False rill Page 7 Invoice No Description 5812415 resale - mix 5812415 freight 639112 resale - liquor - Ref. #5801163- credit used in en 639112 freight - Ref. #5801163- credit used in error 8/29 640016 resale - mix credit inv. #5798627 640016 freight credit inv. 45798627 640998 resale -wine credit inv. #5802946 641622 resale - wine credit inv #5804149 641622 freight- credit inv #5804149 Check Total: Vendor: 2641 JOHNSON MATERIALS INC 3336 (3.82) washed sand -4.81 Check Total: Vendor: 2626 HARRY LANTTO August 2017 EDA Meeting Recording 8/9/17 August 2017 City Council Meeting Recording 8/14/17 & 8/28 609-49750-433300 Check Total: Vendor: 1290 LEAGUE OF MINNESOTA CITIES 258442 Annual Membership - 1/1/18 - 8/31/17 258442 Annual Membership - 9/1/17 - 12/31/17 Check Total: Vendor: 3933 CHARLES LONG 8/29/2017 Farmers Market Token Collection Log - 8/17/17 09/12/2017 Check Total: Vendor: 4456 LUPULIN BREWING LLC 2207 resale - beer 2279 resale - beer 2363 resale - beer Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 243578 resale - cigarettes 243578 resale - tobacco; cork screws; soda pop; can hold AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 67.50 09/12/2017 609-49750-425400 33.52 09/12/2017 609-49750-433300 11.82 09/12/2017 609-49750-425100 0.19 09/12/2017 609-49750-433300 -4.81 09/12/2017 609-49750-425400 -0.25 09/12/2017 609-49750-433300 -26.30 09/12/2017 609-49750-425300 -80.00 09/12/2017 609-49750-425300 -1.49 09/12/2017 609-49750-433300 32,294.87 Check Sequence: 44 ACH Enabled: False 20.63 09/12/2017 101-45201-421650 20.63 Check Sequence: 45 ACH Enabled: True 60.00 09/12/2017 213-46301-431990 120.00 09/12/2017 101-41110-431990 180.00 Check Sequence: 46 ACH Enabled: False 8,078.00 09/12/2017 101-00000-155010 4,039.00 09/12/2017 101-41310-443300 12,117.00 Check Sequence: 47 ACH Enabled: False 208.00 09/12/2017 226-00000-220100 208.00 Check Sequence: 48 ACH Enabled: True 315.00 09/12/2017 609-49750-425200 432.00 09/12/2017 609-49750-425200 315.00 09/12/2017 609-49750-425200 1,062.00 Check Sequence: 49 ACH Enabled: True 1,141.14 09/12/2017 609-49750-425500 459.95 09/12/2017 609-49750-425400 71 Page 8 Invoice No Description AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number 1,601.09 Reference Check Total: Vendor: 1229 MARRS ADVERTISING & DESIGN INC 1450 Business Cards - RH & RS 1450 Business Cards - RLC 09/12/2017 Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 20403881 (428) gal diesel @ $2.13 20403913 (699) gal unleaded @ $2 Check Total: Vendor: 1308 MARCOINC 337396840 7/10/17 - 8/10/17 Contract 337396840 6/10/17 - 7/10/17 Contract Increase 337396840 7/10/16 - 7/10/17 Contract Overages Check Total: Vendor: 1314 MCDOWALL COMPANY 531880 Contract C0560 - a/c unit - checking proper func 531977 Mctc. Agreement Contract C0560 9/1/17 to 8/31 Check Total: Vendor: 1330 CITY OF MINNEAPOLIS 400451001410 July 2017 - Monti Pawn Transactions (242) Check Total: Vendor: 4317 MINNESOTA ASSOCIATION OF CEMETERII 2017 Conf. (2) Annual Meeting & Conference 9/20-22/17 J.1 Check Total: Vendor: 1375 MONTICELLO PRINTING INC 08232017 utx-(150) Wine Tasting tickets w/stub 08302017 (150) Incident Reports- 3pt w/ changes- Fire 2,914.58 Check Total: Vendor: 1379 MONTICELLO UMPIRE ASSOCIATION AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number 1,601.09 Reference �� Page 9 Check Sequence: 50 ACH Enabled: True 86.00 09/12/2017 101-42400-421990 54.25 09/12/2017 101-41520-421990 140.25 Check Sequence: 51 ACH Enabled: True 911.61 09/12/2017 101-43120-421200 1,396.63 09/12/2017 101-43120-421200 2,308.24 Check Sequence: 52 ACH Enabled: True 2,914.58 09/12/2017 702-00000-441500 177.86 09/12/2017 702-00000-441500 2,170.17 09/12/2017 702-00000-441500 5,262.61 Check Sequence: 53 ACH Enabled: False 182.50 09/12/2017 609-49754-440440 2,940.00 09/12/2017 609-49754-431900 3,122.50 Check Sequence: 54 ACH Enabled: True 217.80 09/12/2017 101-42100-431990 217.80 Check Sequence: 55 ACH Enabled: False 450.00 09/12/2017 101-45201-433100 450.00 Check Sequence: 56 ACH Enabled: True 70.65 09/12/2017 609-49754-425550 102.70 09/12/2017 101-42200-421990 173.35 Check Sequence: 57 ACH Enabled: True �� Page 9 Invoice No Description Amount Payment Date Acct Number Reference 8/25/2017 Umpire Fall Softball League - 1 st Half Games (4 672.00 09/12/2017 226-45127-431990 Check Total: 672.00 Vendor: 2518 NEOFUNDS BY NEOPOST Check Sequence: 58 ACH Enabled: False 9/3/2017 Postage for Pkgs to Dept Public Safety - Aug 20 92.17 09/12/2017 217-41990-432200 9/3/2017 Postage A Schumann Reimbursed 8/29 Receipt h 2.77 09/12/2017 101-41310-432200 9/3/2017 Postage D Davidson Reimbursed 9/5 Receipt #1: 6.52 09/12/2017 101-00000-115030 Check Total: 101.46 Vendor: 4651 NORTHERN HOLLOW WINERY L.L.C. Check Sequence: 59 ACH Enabled: False 1202 resale - wine 120.60 09/12/2017 609-49750-425300 Check Total: 120.60 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 60 ACH Enabled: False 12925 (15.7) SPWEA240A 734.13 09/12/2017 101-43120-422400 Check Total: 734.13 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 61 ACH Enabled: False 8602269 resale - wine 1,701.48 09/12/2017 609-49750-425300 8602269 freight 17.50 09/12/2017 609-49750-433300 Check Total: 1,718.98 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 62 ACH Enabled: False 2218482 resale - liquor 450.14 09/12/2017 609-49750-425100 2218482 freight 6.21 09/12/2017 609-49750-433300 2218483 freight 34.64 09/12/2017 609-49750-433300 2218483 resale- wine 1,266.54 09/12/2017 609-49750-425300 2218483 resale- mix 106.00 09/12/2017 609-49750-425400 2220294 resale - liquor 2,310.85 09/12/2017 609-49750-425100 2220294 freight 22.35 09/12/2017 609-49750-433300 2221270 freight 53.64 09/12/2017 609-49750-433300 2221270 resale - liquor 4,352.40 09/12/2017 609-49750-425100 2221271 resale - wine 455.62 09/12/2017 609-49750-425300 2221271 freight 12.67 09/12/2017 609-49750-433300 2222096 resale - liquor credit 808.99 09/12/2017 609-49750-425100 2222096 freight 10.43 09/12/2017 609-49750-433300 2222097 freight 28.31 09/12/2017 609-49750-433300 2222097 resale - wine 1,222.10 09/12/2017 609-49750-425300 2223994 resale - liquor 871.25 09/12/2017 609-49750-425100 AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) 73 Page 10 Invoice No Description Amount Payment Date Acct Number Reference 2223994 freight 10.43 09/12/2017 609-49750-433300 272797 resale - liquor credit inv. # 2216697 -10.83 09/12/2017 609-49750-425100 Check Total: 12,011.74 Vendor: 4552 R3 CONTRACTING INC Check Sequence: 63 ACH Enabled: False 8/25/2017 Escrow Refund - 333 Riverview Dr 2,000.00 09/12/2017 101-00000-220110 Check Total: 2,000.00 Vendor: 1452 RCB ASSOCIATES INC Check Sequence: 64 ACH Enabled: True 9904 bravp 501 pager programming- 1/2 Water 55.00 09/12/2017 601-49440-422100 9904 bravp 501 pager programming - 1/2 Sewer 55.00 09/12/2017 602-49490-422100 Check Total: 110.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 65 ACH Enabled: False 898781 Food for Concession Resale 279.55 09/12/2017 226-45125-425410 Check Total: 279.55 Vendor: 4781 RUE 38 LLC Check Sequence: 66 ACH Enabled: False 1980 resale - wine 736.00 09/12/2017 609-49750-425300 1980 freight 10.50 09/12/2017 609-49750-433300 Check Total: 746.50 Vendor: 4660 SAFE -FAST, INC Check Sequence: 67 ACH Enabled: False 187997 BW Oxygen Sensor; Calibration Srvc. Multi Ga: 267.99 09/12/2017 602-49490-420650 Check Total: 267.99 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 68 ACH Enabled: True Sept 1st Semi Monthly Contract Payment 1,593.75 09/12/2017 101-42700-431200 Check Total: 1,593.75 Vendor: 3827 SAMBATEK INC Check Sequence: 69 ACH Enabled: True 10383 Code Updates - Project Admin Services thm 8/14 168.75 09/12/2017 101-41910-431990 Check Total: 168.75 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 70 ACH Enabled: False 8/29/2017 Farmers Market Token Collection Log 8/24/17 85.00 09/12/2017 226-00000-220100 AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Page 11 74 Invoice No Description Check Total: Vendor: 4782 TKO WINES, INC 6250 resale - wine AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 85.00 Check Total: Vendor: 1490 CYNTHIA R SIMPSON 965210 ACH Enabled: False August 2017 cleaning service - Fire Hall 09/12/2017 101-42200-431990 Check Total: Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, 1582487 resale - liquor 1582487 ACH Enabled: False freight 1582488 609-49750-425100 freight 1582488 09/12/2017 resale- wine 1585086 26.60 freight 1585086 resale - liquor 1585087 609-49750-425300 resale - wine 1585087 09/12/2017 freight 2,014.80 Check Total: Vendor: 4672 SPECIALTY SOLUTIONS LLC I46968 609-49750-425300 (4) 50# TWCA Sports Field Mix 25.20 09/12/2017 Check Total: Vendor: 4513 AARON STAEHNKE 8/29/2017 Farmers Market Token Collection Log - 8/24/17 Check Sequence: 73 Check Total: Vendor: 3594 STRATEGIC EQUIPMENT, LLC 2932240 541.88 resale - wine glasses 2932244 asst. bags 2932244 Check Sequence: 74 resale - 2 oz souffle cups 75.00 09/12/2017 Check Total: Vendor: 1516 TASC IN1085810 10/1/17 - 10/31/17 Admin Fees Check Total: Vendor: 4782 TKO WINES, INC 6250 resale - wine AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 85.00 Check Sequence: 71 ACH Enabled: False 100.00 09/12/2017 101-42200-431990 100.00 Check Sequence: 72 ACH Enabled: False 3,458.96 09/12/2017 609-49750-425100 36.63 09/12/2017 609-49750-433300 26.60 09/12/2017 609-49750-433300 1,732.00 09/12/2017 609-49750-425300 21.00 09/12/2017 609-49750-433300 2,014.80 09/12/2017 609-49750-425100 1,268.00 09/12/2017 609-49750-425300 25.20 09/12/2017 609-49750-433300 8,583.19 Check Sequence: 73 ACH Enabled: False 541.88 09/12/2017 101-45201-422500 541.88 Check Sequence: 74 ACH Enabled: True 75.00 09/12/2017 226-00000-220100 75.00 Check Sequence: 75 ACH Enabled: False 62.01 09/12/2017 609-49750-425400 312.28 09/12/2017 609-49754-421990 34.66 09/12/2017 609-49750-425400 408.95 Check Sequence: 76 ACH Enabled: False 72.48 09/12/2017 101-41800-413500 72.48 Check Sequence: 77 ACH Enabled: False 619.20 09/12/2017 609-49750-425300 Page 12 75 Invoice No Description AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2007443 resale - soda pop 2007588 Check Sequence: 78 resale - soda pop 163.00 09/12/2017 Check Total: Vendor: 1684 VINOCOPIA 0187163 resale- wine 0187163 resale- liquor 0187163 resale- mix 0187163 480.00 freight 0187693 resale- wine 0187693 609-49750-425100 resale- liquor 120.00 09/12/2017 Check Total: Vendor: 4514 LY LEE VUE 8/29/2017 Farmers Market Token Collection Log - 8/17/17 09/12/2017 609-49750-425300 Check Total: Vendor: 4008 SANDRA WELTON 121 1,629.50 Sept - Dec Programs (3 1) Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 8379 09/12/2017 Materials - Lighting Retrofit - Gym 8385 61.00 Labor - Install New LIghting East Entrance Sign 8385 Materials - Transformer, Connector (2 ea) 8386 Check Sequence: 81 Labor - Blown Breaker; Disconnected Bad Coml 8387 09/12/2017 Materials - Lighting Retrofit - Indoor Playgroun( 8397 1,145.00 materials- LED retrofit Liquor Store Check Total: Vendor: 1573 WINE MERCHANTS INC 7146310 09/12/2017 resale - wine 7146310 108.00 freight 7146760 resale - wine 7146760 226-45126-431990 freight AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Amount Payment Date Acct Number Reference 619.20 Check Sequence: 78 ACH Enabled: True 163.00 09/12/2017 609-49750-425400 445.75 09/12/2017 609-49750-425400 608.75 Check Sequence: 79 ACH Enabled: True 480.00 09/12/2017 609-49750-425300 120.00 09/12/2017 609-49750-425100 120.00 09/12/2017 609-49750-425400 19.50 09/12/2017 609-49750-433300 816.00 09/12/2017 609-49750-425300 74.00 09/12/2017 609-49750-425100 1,629.50 Check Sequence: 80 ACH Enabled: True 61.00 09/12/2017 226-00000-220100 61.00 Check Sequence: 81 ACH Enabled: False 1,145.00 09/12/2017 101-00000-220150 1,145.00 Check Sequence: 82 ACH Enabled: False 9,750.00 09/12/2017 226-45126-431990 108.00 09/12/2017 226-45126-431990 60.30 09/12/2017 226-45126-431990 72.00 09/12/2017 226-45126-431990 3,010.00 09/12/2017 226-45126-431990 10,055.58 09/12/2017 609-49754-440100 23,055.88 Check Sequence: 83 ACH Enabled: False 500.00 09/12/2017 609-49750-425300 2.98 09/12/2017 609-49750-433300 1,090.00 09/12/2017 609-49750-425300 16.39 09/12/2017 609-49750-433300 Page 13 Invoice No Description Amount Payment Date Acct Number Reference 7147264 freight 11.17 09/12/2017 609-49750-433300 7147264 resale- wine 736.14 09/12/2017 609-49750-425300 Check Total: 2,356.68 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 84 ACH Enabled: False 20899 248203 R155-010-067010 2nd Half Payment 544.84 09/12/2017 213-46301-437100 67753 248203 R155-171-000060- 2nd Half Payment 848.00 09/12/2017 213-46301-437100 Check Total: 1,392.84 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 85 ACH Enabled: True September Sept 2017 Deputies Contract 101,470.00 09/12/2017 101-42100-430500 Check Total: 101,470.00 Total for Check Run: 427,512.04 Total of Number of Checks: 85 The preceding list of bills payable was reviewed and approved for payment. Date: 9/11/17 Approved by AP -Computer Check Proof List by Vendor (09/06/2017 - 1:28 PM) Mayor Brian Stumpf 77 Page 14 City Council Agenda 9/11/17 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees 78 NEW EMPLOYEES Name Title Department Hire Date Class Tanner Ziwicki Lifeguard MCC 8/28/2017 PT Ella Maus Guest Service MCC 8/30/2017 PT Daniel Stuart Building Maintenance Tech MCC 9/23/2017 FT TERMINATING EMPLOYEES Name Reason Department Last Day Class Randy Blair Voluntary Parks 7/25/17 Seasonal Matthew Tibbets Voluntary Parks 8/5/17 Seasonal Charlie Voller Voluntary Parks 8/17/17 Seasonal Gabriel Severson Voluntary Parks 8/18/17 Seasonal Nathan Hoglund Voluntary Parks 8/18/17 Seasonal Jake Owens Voluntary Streets 8/18/17 Seasonal Nick Lostetter Voluntary MCC 8/18/17 PT Jake Strandberg Voluntary Streets 8/23/17 Seasonal Joan Miller Involuntary MCC 8/29/17 PT New Hire and Terms City Council 2017.xlsx: 9/5/2017 79 City Council Agenda: 09/11/2017 2C. Consideration of approving sale or disposal of surplus property (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. There are two lists provided. The first is for disposing of the refrigerator that is in the break room in City Hall. The unit is failing and needs to be replaced. The second list is a list of un -sued inventory at FiberNet. Disposal of these items has not been determined. Items could possibly be sold by city hall, sold by Arvig's Inventory department, or purchased by Arvig. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Depends on the value of the property. Some items will be shopped as salvage; other items may go to auction or sold via formal bids or informal bids. State contracting laws will govern in absence of city policy. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List — City Hall B. City Hall Photo C. Surplus List - FiberNet NN Equipment/Supplies Surplus List Department: City Hall 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. B. C. 8. $0-$100 A. Frigidaire refrigerator —side by side B. C. Date: 9/11/2017 81 \� 1i dw Rx Iwir i i� ' Equipment/Supplies Surplus List Department: FiberNet Date: 9/11/2017 Make Extreme Extreme Extreme Extreme Cisco 3com Cisco Cisco Cisco Cisco Motorola Motorola Motorola Motorola Wegener Superflex Cisco Scientific Atlantic Cisco Cisco Cisco Verimatrix Video propulsion Vecima IBM Qu i ntech DPS Telcom Calix Adtran Adtran Adtran Commscope Commscope CXR Dell Metaswitch Metaswitch Model X350 -24t X460 -24t X150 -24t X150 -48t Catalyst 1900 series superstackll 4507r-3 7200 VXR ASA 5510 1841 D9850 Program Receiver DSR4410 DSR6100 DSR4520x Unity 4600 DVB -s and DVB -s2 D9824 D9828 D9854 D9858 D9858-1 VACS Floodgate Concierge CG12M2+ Active L -band splitters Net Guardian E5-400 Total Access750 HFANM OPT16100 DI-M2CU1 DI-A2CU1 Tiempo 6400 Poweredge T620 U X4410 VP2510 Desc 24 port switch 24 port switch 24 port 10/100 switch 48 port 10/100 switch switch 24 port dual speed hub Core layer 3 switch Core Router Firewall switch IRD IRD IRD IRD IRD Video receiver IRD IRD IRD IRD IRD Encryption server IP to RF IP to Quam PPV and media Servers Sat L band splitters Alarm collector SFP card in E5 Adatran Fan Chassis PANEL 84 POS SPLIT FRONT 56 Position bits clock Desktop Server MVS/SAS/VPN/INS IS Qty 2 1 2 2 1 1 2 1 1 1 20 7 2 1 3 2 2 1 2 2 1 1 1 1 3 15 1 1 3 1 1 2 2 1 1 1 1 83 Metaswitch UC9022 N-Series Server 1 Metaswitch Unknown Fax Gateway 1 Metaswitch UX4410 EAS DSS Deployment 1 Cisco Unknown SBC (Cisco ASR 1006) 1 Metaswitch Unknown SCON 1 Metaswitch Unknown SCON 1 84 City Council Agenda: 09/11/17 2D. Consideration of adopting Resolution 2017-51 accepting donations from CentraCare Health for the Power of Produce kids program and from the Danno Mahonev familv for a total of $300 (JS) A. REFERENCE AND BACKGROUND: The Council is being asked to approve the following donations/sponsorships: 1) $250 from CentraCare Health for the Power of Produce kids Program; 2) $50 from the Biske and Armellino families on behalf of Danno Mahoney for maintenance at the MCC. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will pay for expenses of the run or movie programming. A2. Staff Workload Impact: Staff participates in the events. Our sponsors will be recognized in all our advertisement and banners. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the Resolution approving the contribution and authorize use of funds as specified. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2017-51 85 City of Monticello RESOLUTION NO. 2017-51 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY CentraCare Health Dawn Kiefer DESCRIPTION VALUE Cash $250 Cash $50 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT CentraCare Health $250/Power of Produce Kids Program Dawn Kiefer — Memory of Danno Mahoney $50/MCC Maintenance Adopted by the City Council of Monticello this 11 `" day of September, 2017. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk 0 City Council Agenda: 9/11/17 2E. Consideration of setting the Truth -in -Taxation public hearing for 6:30 p.m. on December 11, 2017 (WO) A. REFERENCE AND BACKGROUND: Cities with a population over 500 are required by state statute to hold a public hearing at which the budget and levy is discussed. The meeting must be held between November 25th and December 28th and held after 6:00 p.m. The public must be allowed to speak at the public hearing. Based on these requirements, it is staff's recommendation to hold the public hearing at the regular City Council meeting on December 11, 2017. After the public hearing, the City Council would then need to adopt the final 2018 property tax levy and 2018 budget. Other options would be to hold a special meeting on November 24th (Friday after Thanksgiving), November 27th (Monday following the week of Thanksgiving), December 4th (Monday), or any other date between November 25th and December 28th. B. ALTERNATIVE ACTIONS: 1. Motion to call for the public hearing for the 2018 property tax levy and budget on December 11, 2017 at 6:30 p.m. 2. Motion to call for the public hearing for the 2018 property tax levy and budget on any other date between November 25th and December 281h after 6 p.m. C. STAFF RECOMMENDATION: Staff recommends alternative #I to call for the public hearing for the 2018 property tax levy and budget on December 11, 2017 at 6:30 p.m. D. SUPPORTING DATA: • None. 87 City Council Agenda — 09/11/17 2F. Consideration of approving appointment to IEDC for term commencing immediatelv and expiring on December 31, 2017 (JT) A. REFERENCE AND BACKGROUND: Per the IEDC's Organizational and Membership Guidelines, members approved for appointment to the IEDC are to be ratified by the City Council. Recently, Jim Johnson, Superintendent of the Monticello School District, resigned from the IEDC due to his retirement from the school district. He also suggested a replacement person for his IEDC position as well. That person is Mike Carr, the Monticello High School Principal. At the September 5, 2017 meeting, the IEDC passed a motion recommending that Council accept Jim Johnson's resignation and subsequently approved a second motion appointing Mike Carr as a new member of the IEDC with a term ending on 12-31-2017. Al. STAFF IMPACT: There is minimal staff impact in considering approving the appointment of Mr. Carr as a replacement member on the IEDC in the spot formerly held by Superintendent Johnson. The staff time consists of researching the IEDC Organizational and Membership Guidelines and preparing the reports for the IEDC review and action as well as City Council ratification. A2. BUDGET IMPACT: There is no budgetary impact from the consideration of appointing Mike Carr to the IEDC. The membership will remain at its active level of 13 participants with his appointment (there is one other IEDC membership that is still open from a departure in early Spring 2017). The IEDC members do not receive a meeting stipend at this time. B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of Mike Carr, Monticello School District, to the IEDC to a term ending on 12-31-2017. 2. Motion to table or deny approving the appointment of Mike Carr, Monticello School District, to the IEDC. C. STAFF RECOMMENDATION: Staff recommends approving the appointment of Mike Carr, Monticello School District, to the IEDC maintaining the membership roster at 13. D. SUPPORTING DATA: A. IEDC Organizational and Membership Guidelines (see Section VII) B. Email from Jim Johnson recommending Mike Carr, Monticello School District, be appointed to IEDC C. Mike Carr application to serve on IEDC MON'TICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES L Meetim4 Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. II. Mission Statement and Obiectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. III. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16-18 members. IV. Make-up of the Committee:, Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint the Mayor and a Council Member to the IEDC as non-voting members. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. These members shall be considered in committee size. Citv Staff Members: Non-voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. VI. Length of Membership Terre: Members shall serve for three year teras on a tluee year rotating basis so that approximately one-third of the membership expires each year. Individuals wishing to continue serving on the committee may so indicate prior to the expiration of their term. Any member wishing to relinquish his/her position on the IEDC may do so by submitting a letter of resignation. 2016IEDCORG&GUIDELINES IEDC ORGANIZATIONAL/MEMBERSHIP GUIDELINES PAGE 2 VII. Fillin4 a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VIII. Membership Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75% of the meetings in any given year. A year is defined as beginning on the 1 st of January and ending the 31 th of December. Amended: 01/05/16 20161EDCORG&GUDELINES Jim Thares From: Johnson, Jim'" Sent: Tuesday, August 01, 2017 3:04 PM To: Jim Thares Subject: IEDC Jim; I apologize as I should have had this for you prior to today's meeting. I am resigning my position on the IEDC as I am leaving my role as superintendent of the Monticello School District. My resignation is effective August 14, 2017. - Jim Johnson Dr. Jim Johnson Superintendent Monticello Public Schools Monticello Public Schools... Every Kid, Every Day Information contained in this message, including attachments, may contain private and/or confidential data. This message is intended only for the use of the recipient(s) named above. If you are not an intended recipient of this message, you are hereby notified that you have received this message in error and that any dissemination, distribution, or copying of this message is prohibited. If you have received this message in error, please notify the sender immediately, delete the message, and destroy any hard copy print-outs. 1 Jim Thares ill illlll I .III I I I .I .II . I,..l .SII.., .II I,.. I il.n.I Yl it i" lll, ,I,IIII 11.I IN. I vl , 11 I,i i,n, III III . 11 I lig i Ik.. lI..6',, ,I III II I„I ,II r... d 11 1.IiIILI I��II�i� II IIi.I LI III. it l..4 � I. i AlII I II1 . II I, i Ai,: I Subject: RE: FW: IRET Invite From: Johnson, Jim Sent: Thursday, August 10, 2017 9:26 AM To: Jim Thares Subject: Re: FW: IRET Invite Jim, It was my understanding that my inclusion on the IEDC was to make sure the school district was represented. Mike Carr, our High School Principal, would be interested in being part of the IEDC if you are looking to fill my seat. - Jim On Thu, Aug 10, 2017 at 9:21 AM, Jim Thares < wrote: IEDC Members, attached is an invitation from IRET to attend the "Summer Spectacular” at the Monticello Crossing apartment property on Thursday, August 24, 2017 from 4:00 to 7:00 p.m. Please note that they are asking for RSVP by August 14. The invitation was hand delivered to the office in envelopes in each of your names. 1 ,;/, .- a , 1 zo�5 sG IEDC Interview Questions. 1. Tell us a little bit about yourself, including your current and/or past volunteer experiences. ; ��,�, A V� J+ /�LtV� + •� lt%Df i.1 I n 7'� c'e %)o T t� L- rt Ll+� �. rear- %K n ,eA1�,� y-.'� P �3 7 !'s. i •� C��b�.r.� �.�, � //�l,C �orv� • � � �''ioo.�,�,► -�,��o . .� J� 13�� ..S�ft/� Q ri G1'. f�Jltlst 07 — Azdtws Ar Umra Ci'Va 2. Why are you interested in volunte ring on the IEDC? -<,'Xr� ►K fs Z JiwdG AMrlcao . �► /*,P t f� -rie/% 1-,�{uic l'�all ✓'��•� a 2� � 'r�ru+uc d om sI L40. �,'�.,s �S L? K R '� � ^s ✓ S ct G +►sir .44t A 4 7� �►" n rit m,+`e 4 i�o+ Cc /`� q •f �xVe �t�NAGLr+�y� CJ+gt G « I Terus about your view on the role of business and industry in contributing to the vitality of a co munity. S05•'h�sS ter' c w5 Su o/' fi E°�orzo►-s�,`,� !'pc✓ 91Z, I,f.0 r e P1. �PkW r el enc ©ular- .dee)' , �-n*" k u 4. Vy'do' you feet you area good candidate for this volunteerp osition? Gc ;h � a 7 d f n�' 7V 1f'a�'A 0�o Awe s aQ su pdr i- ,�C�,�� S. Do your normal work hours allow you to regularly attend IEDC meeting held on the 1" Tuesday of the month at 7 AM? ye„s . /� C�, J� �a.� C pc� �C I u c? ll / .� tt S eAlt 6. Other questions? Mike Carr Principal CVrRr KID. ELcp City Council Agenda: 09/11/17 2G. Consideration of adopting Resolution 2017-58 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 9, 2017 to adopt assessments for the 2017 Street Reconstruction and Utilitv Improvement Proiect, Citv Proiect No. 16C003, for Gillard Avenue, 95th Street, Haug Avenue, 90' Street and Mississippi Drive (SB) A. REFERENCE AND BACKGROUND: The 2017 Street and Utility Project is currently under construction and is planned to be substantially complete on Gillard Avenue, 95th Street, Haug Avenue, 90th Street and Mississippi Drive by September 11, 2017. The project also includes improvements to Hart Boulevard, in which construction began on September 5, 2017 and Sandberg Road, which has yet to start construction. It is proposed to have two separate assessment hearings for the project as follows: October 9, 2017: Gillard Avenue, 95th Street, Haug Avenue, 90th Street and Mississippi Drive October 23, 2017: Hart Boulevard and Sandberg Road A separate agenda item calling for the assessment hearing for Hart Boulevard and Sandberg Road will be presented to Council at the September 25, 2017 meeting. A public hearing was held for the project on February 27, 2017 prior to final design, bidding, and construction of the project. A preliminary assessment roll was presented at the public hearing for the project in accordance with Minnesota Statute 429. Now that construction is substantially complete and an estimate of final costs can be provided, a final assessment roll is being presented at this time for consideration. Wright County requires that assessments be certified to the County Auditor by November 30, 2017 for collection with 2018 property taxes. This deadline can be met by calling for the assessment hearing to be held at the October 9, 2017 City Council meeting. By conducting the assessment hearing on October 9, adequate time for publication and mailing of notices will be provided to satisfy the requirements for public improvement projects in accordance with Minnesota State Statutes Chapter 429. The assessment methodology proposed is the same as described at the public hearing for the project. Single-family residential property owners are proposed to be assessed for street construction at a rate of $4,600 per lot with access to any of the reconstructed streets. This applies to properties along Gillard Avenue and Mississippi Drive. Properties along the east side of Gillard Avenue that are in the Township cannot be assessed. Non-residential properties are proposed to be assessed at the actual front -foot street reconstruction rate. This applies to the undeveloped property along Haug Avenue and 90th Street, which was the former Niagara Falls development. City Council Agenda: 09/11/17 The assessment is proposed at a 10 -year term not to exceed a 5.5% interest rate. The 2017A series bond sale will occur on September 21, 2017 after which time the final interest rate will be determined. The final interest rate will be presented at the Council meeting on September 25, 2017. Al. Budget Impact: The estimated final project costs for the entire project totals $2,000,000. This cost includes construction costs, contingency and indirect costs. The proposed special assessments for single family residential properties along Gillard Avenue and Mississippi Drive total $243,800 based on 53 lots assessed at $4,600 per lot. The undeveloped property along Haug Avenue and 901h Street is proposed to be assessed $72,576. The property owner is aware of the assessment amount. The total proposed assessments is $316,376. This project is proposed to be funded using the future 2017A issuance of street reconstruction and improvement bonds that will be presented to the Council on September 25, 2017. Capital improvement funds, utility funds, and special assessments to benefitting properties will be used for debt service payments. A2. Staff Workload Impact: Impacts to staff workload are routine for this process and include the required mailings and notices to the benefitting properties. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-58 declaring costs to be assessed, ordering preparation of assessment roll, and calling for the assessment hearing for October 9, 2017 for the 2017 Street Reconstruction and Utility Improvement Project, City Project No. 16CO03 for Gillard Avenue, 95th Street, Haug Avenue, 90th Street and Mississippi Drive. 2. Motion to deny adoption of Resolution 2017-58 at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative 1. D. SUPPORTING DATA: A. Resolution 2017-58 B. Draft Final Assessment Roll and Maps 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-58 DECLARING COSTS TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL, AND CALLING FOR AN ASSESSMENT HEARING TO ADOPT AN ASSESSMENT ROLL FOR THE 2017 STREET RECONSTRUCTION AND UTILITY PROJECT, CITY PROJECT NO. 16C003, FOR GILLARD AVENUE, 95TH STREET, HAUG AVENUE, 90TH STREET AND MISSISSIPPI DRIVE WHEREAS, contracts have been let and the project is currently under construction and is planned to be substantially complete on Gillard Avenue, 95th Street, Haug Avenue, 901h Street and Mississippi Drive and includes street reconstruction, curb and gutter; storm sewer, sanitary sewer and water supply systems; signage and other necessary appurtenant work: WHEREAS, the total costs of the improvements are $2,000,000; NOW THEREFORE BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF THE CITY OF MONTICELL0, MINNESOTA AS FOLLOWS: 1. The City Council hereby determines that $316,376 shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. 2. The City Administrator shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and he shall file a copy of such proposed assessment in his office for public inspection. 3. A hearing shall be held on the 9th day of October, 2017 at 6:30 p.m. in the Council Chambers at the Monticello Community Center to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 4. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing and shall state in the notice the total cost of the improvement. The Clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. 5. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment to the City, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. Payment of the balance in whole must be made before November 10, 2017, or interest will be charged through December 31St of the succeeding year for the first year's portion of the assessment. In subsequent years, the property owner may at any time thereafter, pay to the City the balance of the assessment remaining unpaid after the current year, provided such payment is made prior to November 151H 6. The City Clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 11th day of September, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Lam-' i t •o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $ o$ e$$$$$ e o$$ s$ $$$ $'o . o r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0$ N O Z 0 0 0$ 0 0 0 0 0 0 0 0 C O O L p Gp p Op C' C $SSS $ S 0 0 8 8 C eeeeee8 S 0° m m e 8 8 S e O la H�IN! eee e v v v v v v e ed e e e eeeee ee6e' �o w -- --- I - us ua .n - - «, .n u, u, u, ua u> «> «a - rn u ca - ua» us 'n .............. -- z z z O .. I� I --------------------------- -------- - - I a r — Z -- - z -- ---_ - I --------------------- T- I ° a —.,' i --iFoiif -$ce 8cd 8ce 8ce 8ce 5cd c8d e 8c 8c8e 8c8e 8c8d 8o8d 8c8e 8me o8e8808e 8o8d me58me —$md —S�e —8me —Sme —8S6 —8e8—S8e —8e —e8—88d ---8md —8e —m8e — 88soo8c0og8888888eS.e8 � mm� z W m m m m m m m m m m m m m m m m w J mN I I IQh ---a-h�--=-------------------------------- I---�-- I tilI I I i I m z N m mm"" m mmmmmmmm�me emm N w � g zzmzmz�zmzmzNzBmzz�z�z,N-z�-zm MzZ--Zz-ZzzZ-zx-zzzz--zZz z mz �Nz z�z"z�z�z�zu i zz z 2zz 16 O f f i oIn0a i i f Q f f i i f zi a � � l I u u u u u u u u o u u u z u u u u u u u u u u u g u i u u z Z u u u P: z z z z z z z m z z z g z z z z z z z z z z z z z° z z°° z z z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m 0 0 0. o o 2 o 0 o m . II pz"='ms's "cccccddzdscdN dd ! o a c o 0 0 0 0 0 0 o z o 0 0 0 0 0 0 0 0 0 0 0 0 0 !D 4 0i�33ii�� Z: z o.! Imo; _� � Q 13j > 05 x per Wzo x¢= wo i z ¢ p' -+ s p > > W Z W W a u r m z N ¢ W a''.>; ¢a N ¢w am0 a w dmx Yu x� t� 'n o, ISI z Z w -' a w 3 0 8 x Q ,r,� 0 r as ai oa '° o> m �n IIN W; ¢ ° �r a No 0 <'�z osr r oomza Z, Iol o W c N¢<> w z a x o o m „ 3 z 'o m y w o f Iz Imo, m iw�x3 wzi W amo,�,m O zzxzf >c ocp�uu aN In: oi�au0 Qu= FZF� zx,¢.,roaQa OkzrmarFyat r'�I €aaa -ia o zi o,z0 >zzozos0zz J z 3m0�uzaz°�wa�w¢�a�Zz,a„Q,",� W¢�=wy�0� W Qz� WFI J zo - W W a0 "'0 c�5 z oxrcz z J'^zu o oc; z'� j Y s x a c a 3° 5? o a o ° z w z a z z° w ° o 0 0 o z z �i a'ol z¢ a 3 x W u N 0 a p m w= o u 0? o a 6 i z u o 0 x N 0!ri-+ - A O m x g r m a ¢ g a u i 0 i 5 i z 3 u u O m¢ ! xl o o ry m H o 0 0 0 0 0 r U ! Z ry ry ry ti .r ."-: o 0 o N. o 0 0 o m o M o o M M o O .mi ry m m vmi m n - � x'31 HO $ $ e $ $ v v $ ~ $ $ $ e $ $ $ $ $ $ $ $ ro $ $ m $ $ $ o $ m $ $ r U �,- ee ee e�tiee eee ee.:aveoeoeaeveaaasi eves H I Z O m W Q o o voi $ o m$ o m voi uoi o voi voi voi N o o N N o 0 Q olw j,0' d m umi WU_'Z is z ' W.o wi Flo a - .- I!LZ vvv evvvvvvvvvvvv vv� w w w w w w w ........... w �--- - -------------- 888 8888881.1.1.8888 88 J Oo FO mv O$v v v $mv $mv $ $v $ kmmO S. C mC $G pOtvvvvv v Omm0 mO0 OOm e v e H ...................... z w 8$588�$88888888$mm$m w i.. mm�_mm ❑ Ka e 6 0 o V' v v v O 6 e v v< v o v v v N W w w w w w w w w w w w w w w w w w w w w ------------------ - lwi N � N a Z z z z z z z z z z z i z z z z z z z z a22�i�i�iiii�i�siiii i°O°gggo6ggggggggggg u_ u V V u u u u u u u u V u u ° r- Z r r r I r F I `= F F F F F `-I F z ZZ p Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0 0 O O O O O O O O O O O O O O O O a i i i 2 i i i f i i i i f i i i i Z s z z p z z z Z z Z z z z Z Z Z Z Z Z Z N p > > > > > > > > > > > > > > > > > ° a a¢ a a a a a a a a a a a a a N a a p K O G(D G 0 3 -D (D L 8 m 3 CD � oiS � C z a � u �N O zw w i d Z zw i J g y Q z a v a Y z a= �zlid,~a„=izzim d m O =oYu=aw��w=iQ�YZ zi o p 0 'a ,m wY8 i `wid°�z„ € w _- 000�SSoSSoo888S00000 � o a _ _ D a a a a rn a m $ o 0 0 0 0 _ _ _ n f0.1 N i MAE 15 .r�►;M Ad 16 17 T i 18 51 19 r ' 50 49 �- 48 47 46 4 r �v '■�*+' �` !Aj *� ` s 20 5 21 22 23 24 25 ,SSISSIPPIOR 26 2�7 44 MF 43 28 42 29 41 30 40 31 39 32 38 PRIVgTF OR 37 36 ,�, 35 33 Ir 1"m RIUERVIEW �R NE -- - 111 Street Reconstruction = — Assessed Parcels Township Parcels City -Owned Property . Gillard Avenue (74 CITY OF 2017 Street Improvement Project Monticello City of Monticello, MN City Project Number: 16CO03 ` Io dw m _J s � r p � r 95TH ST NEr et Ponds _Develop,�en►t saTH 1/18/2017 ST IVE N 0 250 AL A1 inch = 250 feet C 0 3 m 7 v. 95th Street, Haug Avenue, and 90th Street TY Ao 2017 Street Improvement Project NALMo0 400ni City of Monticello, MN Feet WSB —� City Project Number: 16CO03 1 inch = 400 feet City Council Agenda — 9/11/17 211. Consideration to approve a Final Stage Planned Unit Development, Rezoning to Planned Unit Development and Development Agreement for Self -Storage Facilitv in a B-3 (Highwav Business) District. Applicant: KB Properties, LLC (NAC) Property: 3936 Chelsea Road West Lot 11, Block 4, Groveland Addition Planning Case Number: 2017-022 A. REFERENCE & BACKGROUND Request(s): Final Stage approval that would accommodate the development of 76,764 square feet of self -storage space, in 17 buildings, rezoning and development agreement Deadline for Decision: Land Use Designation: Zoning Designation: Current Site Use: Surrounding Land Uses: North: East: South: West: Project Description: August 20th, 2017, extended 60 days to October 19th, 2017 Places to Shop (Comprehensive Plan) B-3, Highway Business District Vacant Mixed Use — Commercial Vacant/Commercial Single Family Residential Vacant Commercial The applicant proposes to construct a self -storage facility in a B-3 District. The proposed facility includes multiple principal use buildings to be constructed in phases on a single parcel. The proposal therefore requires a planned unit development (PUD) per City zoning ordinance 3.3(C). Monticello's zoning ordinance further requires a rezoning action for PUD. The parcel on which the site is proposed was previously platted and as such, no platting action has been requested. 103 City Council Agenda — 9/11/17 The applicant received Development Stage PUD approval at the City Council meeting on August 14, 2017. The City Council approved the request, with a number of conditions. Those conditions are as follows, with staff comment on the status of each item: 1. Redesign of the site plan to accommodate 24 feet of width for all drive aisles. This change has been made. 2. Provision for pavement markings and bollards in the center aisle area to ensure protection of building corners due to the curved aisle design. Bollard details and locations are shown on the revised plans. 3. Rock mulch in the planting areas to be larger irregular materials to protect pathway. Plans are marked "Stone Mulch"— mulch should be specified to meet this condition. 4. Transition grading between phases. The applicant indicates that the entire site will be graded initially per phasing plan. 5. No outdoor storage permitted. No outdoor storage is shown on the plan; this will be an on-going condition of the PUD approval. 6. No use of future phase areas until such phase is developed in accordance with the approved plan. Controlled by development agreement. 7. Provide signage plans in compliance with Sign Ordinance requirements by separate permit. Based on separate sign ordinance review. 8. Site lighting in compliance with City ordinances. Lighting plans show no glare beyond the property lines, consistent with code. 9. Compliance with City Engineer's report dated July 5th, 2017. Subject to separate review by the engineer. 10. Execution of development agreement. Concurrent with Final Stage PUD. 11. Grading and restoration of the site to be completed with first phase. Applicant has agreed to this condition. 12. Utilities, including curb and gutter, completed for Phases 1 and 2 with the first phase of development. N 104 City Council Agenda — 9/11/17 Applicant has agreed to this condition, with the exception that the City will accommodate opening of the business with an alternative driveway surface, pending paving of the phase in the spring of 2018. 13. The fence, as proposed at the August 2017 Planning Commission meeting, including monument columns every 100 feet along Chelsea Road, installed by September 15th, 2018, with first portion of the fence to be constructed to correspond with Phase 1 as shown in the plans. The plans show monument posts every 100 feet, and indicate the appropriate timing. 14. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the Planning Commission packet of August 1, 2017, and building elevations revised to clearly detail material and facades for all building within the project. The plans have been updated to illustrate materials for all buildings. 15. Revise the landscaping plan to illustrate the proposed fence and include a timeline for landscaping for Phase 1 in spring 2018, and September 15th, 2018, for the balance of the development. Phasing is identified on the plans to include planting and fence installation for the entire Chelsea Road frontage by September IS, 2018. Innsbrook fencing and landscaping and south property line area plantings to be completed with Phase 1. 16. Site and fencing plan subject to the City Engineer's comments and those of the Fire Department as related to the northerly access. Subject to separate review, the City Engineer has provided a separate comment letter. 17. Alternate surface material shall be allowed in drive and parking areas with final paving to be completed in spring, 2018. The applicant's phasing plan provides detail which indicates pavement and curb to be completed within Phase I limits. City Council condition accommodating opening of the business with an alternative driveway surface, pending paving of the phase in the spring of 2018, carries forward in Exhibit Z. PUD Rezoninu As noted, the proposed site plan including multiple principal self -storage buildings on a single parcel requires a Planned Unit Development. As such, the applicant has requested rezoning to Planned Unit Development. The Planning Commission has held the public hearing for the rezoning to PUD concurrent with the hearing for the development stage PUD. City Council considers action for decision on the rezoning to PUD with the final 105 City Council Agenda — 9/11/17 stage PUD application. An ordinance for rezoning incorporating the final stage PUD plans is provided for review and decision. Development Agreement A development agreement for the proposed PUD project has been prepared for Council review and decision. The agreement provides for development of the subject site consistent with the plans presented on September 11th, 2017. A finance plan corresponding to the development agreement is also included for Council's reference. There are no public improvements associated with the project, as the property is a platted parcel with fully developed streets and utilities, and as such, no securities for public improvements are required. Securities for site grading and landscaping are required. The developer will provide an estimate for installation of the fence and landscaping to complete the agreement and finance plan. The development agreement requires securities for the inspection of the stormwater infiltration ponding, as well as development administration. The payment of applicable trunk area charges is proposed to be paid by phase with the building permit and is consistent with the acreage on the applicant's phasing plan. Other terms and conditions are per the City's standard development agreement requirements. B. ALTERNATIVE ACTIONS On Decision #2, the Planning Commission recommends Alternative #1 below for approval of PUD rezoning. Decision 1. Final Stage PUD & Development Agreement 1. Motion to adopt Resolution 2017-65 approving a Final Stage PUD and Development Agreement for KB Properties, Lot 11, Block 4, Groveland Addition, based on the findings in said resolution and contingent on compliance with the conditions listed in Exhibit Z and staff comments on compliance. 2. Motion to deny adoption of Resolution 2017-65 approving a Final Stage PUD for a and Development Agreement for KB Properties, Lot 11, Block 4, Groveland Addition, based on findings to be made by the City Council. 3. Motion to table action on the Resolution, subject to additional information from staff, the applicant, or others as directed. 2 106 City Council Agenda — 9/11/17 Decision 2. Rezoning to PUD 1. Motion to adopt Ordinance No. 680 for rezoning to Planned Unit Development for Affordable Self -Storage PUD, Lot 11, Block 4, Groveland Addition. 2. Motion to deny adoption of Ordinance No. 680, rezoning to Planned Unit Development for Affordable Self -Storage PUD, Lot 11, Block 4, Groveland Addition. 3. Motion to table action on the ordinance, subject to additional information from staff, the applicant, or others as directed. C. STAFF RECOMMENDATION Staff recommends Alternative 1, approval of the Final Stage PUD and Development Agreement, including those added conditions of the Planning Commission and City Council at Development Stage, and subject to the staff comments noted herein. D. SUPPORTING DATA A. Resolution 2017-65 B. Ordinance No. 680 C. Aerial Parcel Image D. Applicant Narrative E. Fence Detail F. Revised Applicant Plan Submittal, including: a. Project Location Plan b. Site Plan C. Grading and Drainage Plan d. Sanitary and Water Utility Plan e. Storm Sewer Utility Plan f. Landscape Plan g. SWPPP h. Details i. Phasing Plan J . Fire Hydrant Coverage Plan k. Fire Truck Circulation Plan 1. Lighting/Photometric Plan In. Building Elevations G. City Engineer's Letter, dated 5 107 City Council Agenda — 9/11/17 H. Finance Plan I. Development Agreement Z. Conditions of Approval Exhibit Z Rezoning to Planned Unit Development and Final Stage PUD Lot 11, Block 4, Groveland Addition 1. No outdoor storage shall be permitted within the PUD. 2. No use of future phase areas until such phase is developed in accordance with the approved plan. 3. Signage shall be compliance with Sign Ordinance requirements and by separate permit. 4. Site lighting shall be in compliance with City ordinances. 5. Developer shall enter into a development agreement related to the proposed improvements. 6. Grading and restoration of the site to be completed with first phase. 7. Utilities shall be completed for Phases 1 and 2 with the first phase of development. 8. The fence, as proposed at the August 2017 Planning Commission meeting, including monument columns every 100 feet along Chelsea Road, installed by September 15tH, 2018, with first portion of the fence to be constructed to correspond with Phase 1 as shown in the plans. 9. Alternate surface material shall be allowed in drive and parking areas with final paving to be completed in spring, 2018. 10. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the plans provided for Council review on September 11th, 2017. 11. Site landscaping for Phase 1 shall be completed in spring 2018, and September 15th, 2018, for the balance of the development. 12. Compliance with the City Engineer's comments, including those of the engineer and Fire Department as related to the northerly access. Co 108 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-65 APPROVAL OF A FINAL STAGE PUD AND DEVELOPMENT AGREEMENT FOR AFFORDABLE STORAGE, A SELF STORAGE FACILITY LOT 11, BLOCK 4, GROVELAND ADDITION WHEREAS, the applicant has submitted a request to rezone its property along Chelsea Road and Innsbruck Drive, Lot 11, Block 4, Groveland Addition from B-3, General Business District to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for commercial self -storage uses; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD is consistent with the long-term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on July 11th, 2017 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the applicant has revised and submitted Final Stage PUD plans in accordance with the Development Stage PUD, and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by constructing the proposed buildings for commercial use. 2. The proposed improvements on the site under the Development Stage PUD are consistent with the needs of the PUD in this location as a commercial area. 3. The proposed improvements will be compatible in transition between other commercial uses along Chelsea Road and adjoining residential areas to the south. 4. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including a parcel with multiple buildings on one parcel, is consistent with the intent of the City's economic development objectives, as well as with the intent of PUD zoning. 109 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-65 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Final Stage PUD for the Affordable Storage PUD, subject to the related codes and regulations for such use, and the following conditions: 1. No outdoor storage shall be permitted within the PUD. 2. No use of future phase areas until such phase is developed in accordance with the approved plan. 3. Signage shall be compliance with Sign Ordinance requirements and by separate permit. 4. Site lighting shall be in compliance with City ordinances. Developer shall enter into a development agreement related to the proposed improvements. 6. Grading and restoration of the site to be completed with first phase. 7. Utilities shall be completed for Phases 1 and 2 with the first phase of development. 8. The fence, as proposed at the August 2017 Planning Commission meeting, including monument columns every 100 feet along Chelsea Road, installed by September 15th, 2018, with first portion of the fence to be constructed to correspond with Phase 1 as shown in the plans. 9. Alternate surface material shall be allowed in drive and parking areas with final paving to be completed in spring, 2018. 10. Building elevations and materials for buildings facing Chelsea Road and Innsbrook Drive shall be as shown in the plans provided for Council review on September 11th, 2017. 11. Site landscaping for Phase 1 shall be completed in spring 2018, and September 15th, 2018, for the balance of the development. 12. Compliance with the City Engineer's comments, including those of the engineer and Fire Department as related to the northerly access. 2 110 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-65 BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Affordable Self -Storage" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 1 lth day of September 11th, 2017, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL UO -A Brian Stumpf, Mayor 3 111 ORDINANCE NO. 680 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE AFFORDABLE SELF -STORAGE PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS, TO AFFORDABLE SELF -STORAGE PUD, PLANNED UNIT DEVELOPMENT: LOT 11 BLOCK 4, GROVELAND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(0) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Affordable SeM-Storage PUD District 1 , (a) Purpose. The purpose of the Affordable Self -Storage PUD District is to provide for the development of certain real estate subject to the kt for conyrcial land uses. Permitted Uses. Permittedrincip s in the Affordable Self - Storage PUD District shall be self -storage uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated September I Ith, 2017, as may be amended. The introdmion of any other use from any district, including Conditional Uses in the B-3 District, shall be reviewed under IV the requirements yf the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD plans, but shall not include outdoor storage or other activities. (d) District Performance Standards. Performance standards for development in the Affordable Self -Storage PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the B-3, Highway Business District shall apply. 112 ORDINANCE NO. 680 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amendment to rezoned the following described parcels from B-3, Highway Business District to Affordable Self -Storage PUD, Planned Unit Development Dispict: Lot 11, Block 4, Groveland Addition to Monticello Section 3. The City Clerk is hereby directed to mark the officilkzoning map to reflect this ordinance. The map shall not be republished at this t Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Codefle 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in rce from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are WPWble online and at Monticello City Hall for examination upon request. 'IN 1W ADOPTED BY the Monticello City Council this day of , 2017. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 113 KB Properties, LLC - Request for Rezoning to Planned Unit Development (PUD) & Devel. Stage PUD Lot 11, Block 4,Groveland Addition I PID: 155-125-004110 Created by: City of Monticello 114 June 12, 2017 To the City of Monticello, My name is Keith Burnham, and I have lived in the Monticello area for 35 years. I grew up in town and watched 35 years of residential and commercial expansion. It truly has been amazing. Through my own observations, and listening to others, I have noticed a large need for additional storage capacity in the city. Existing storage businesses seem to be fully built out, and at or near 100 percent occupancy. If you are an expanding family or business in the community, it is very difficult to find local storage available. Many times, you need to be placed on a waiting list, or go to another community for available storage. Over the last 2 years, I have studied the demographics of Monticello, and the economics of the storage industry. The city of Monticello falls well below the national average for storage units per household, and there is a large need and demand for additional storage space today, and into the future. My company, Affordable Storage offers that solution for the residents and businesses of the city of Monticello. I have purchased just over 6 acres on Chelsea Rd West, and am eager to move forward. Please accept my plans for the project, and I look forward to working with you. Regards, 115 EXAMPLE FENCE PAGE 1/1 rk rad r #�. 4�.�MM��* �'�..4 .il'9itA�b't.4.X{Xi�l�''• t �`�i .l`'....i. . •t 116 I,ZL '„09 „9 „9 „ti/£ 65 '..K 6£ '„ti/£ ££ '„i/£ LZ I f is s i:, l! In I III•rulal l n,lullll lel • 1111 nld 111111111 Ill! 1 Jllu 1111! I I I.II IIID 110 11!1,.111. II IJII III I.u.ilk: _.:..,. L. LIIIA.:I, .1111 elulll 1111111. � ---- --�-..,'I dll,d,.l.11 .I .11111 lLn.l ..lI LJI I!i . _.!,11 JJ l! ul!Li! II II �. lal WII d11Ll.11ll !:,IY I _ ----.:. ?-':+13:.'5, ,Il„lil II,11.1.113111.lI,I:d1.C1611d1111.Ji L"ll 1.11111 llll , lllld,J y; ,,.,,,;i; lL';;; '. _....::, ..L. III IJ. 111Ill 111.1,1 1,L I IIII I..1,-11. I1J.6 l l lihtli! 1111161. - 11; 11,...:,, I.III {1111a,I.11111111.111- I 1 lhlli V 111' 11 dd„ Ifll .,l1,{d1VLLlLILIIJ l,l 111 LI it 11 h I J I11,, IL, ! i --.:.. !IIJI!I11,1IIa 1111.II1hIL1 lI1L11 ILI.J. dl WE ll: II u1l L"N, 11 d1„1,,.II .11111 .LI I IIIdI!IJ.•III11111M Al11 I ^,:,:.:-. �,• __-- i. _..._ � :�..: II il!. „I 111 I II lIl{�. i { •V1111111 II IJ.aL,.ill 111911 ll ;;i "I : -:.,; 1!IiL, I Il lull l) LILI! I,I U. LI,.11n1 !I Iilll. !.I I, d Intllb l II III 111111111111111 1 .1. 1111 1 !,q lJnik A hAI, ILII 11 ILL"......_ Ir�` 1�111.IIIhdll.l!IIIIIIII aJkIVL h1J1 �IdJl hli I,IIII111.11111,11111.. ,.:: 11.1,1III II,,II LIIIIIIIiP. I. Illlllll lL! 1111 l s -- 1:1! !3131 ,IL IIII 41,141 :. I. klil,l VIIJII11, Ill1411., 11 I111iAll.fi1111111!If!II JV II !16!I,II I11!h 1111111111,! II III: Ill 1 fill,e 1111 KE ..IIdLIII,VI. LAI,Ildx111 ILILIN. Ili 1111!!,1.1, Illlllll lid -- 11 III IIIc IIII, IN �IJVI,1.1 .xll11Vl., 1.111111., 1 11 161116 11 111111.1 A11.J I J1.111 1 Mill 1.11111JI11,, 11 �I115 1j. ul 11111.1 ill I Al 1:..:.:;,.,, ,2.:,!..ilA11111111.Ill d Lltl 11,11.6. ,111111. IW1,101! I Ln!.ii .: 1!i.1l 11161111, 111141.LL!!I1,41,.;J116.111 !I AIIJI!hllaI.. VI II I. I I i.11,,,I.I,I I11.11.IIJ4 IJ. III Ili,i , 111111 II:IJLL I !III t �. i!IIILL.-_1�4!J„1111 nn11 L1l1flLuuell lull .ul,l,l `.$rrWlsu lI,Ilulli 11 l!I,! LI .. ..II.I 19111111 N � N a� U �� m U cha x U) x X x n m x NIL CV N N El � N N r - N � N a� U E x n m x z' N N El � N C V, X N X N x N X E �� N m � N � o w Yti CSO � a' (6 — cl� a N p o U �m �X 50 c o -- 117 N T x x x x N N N N N V, X N X N x N X N N N N N 1..1.. N N N w Yti CSO � 117 :_ iiii�► j. j' .�� ■I■I�r! iill � �"l IR N L ikIII�Y,� I j x I I 7 1 J tt 's4 {4ilk Op Al A Y t �.;a•Fr�t< +} ��f`��: r t 7J ��'`•Y��i�� r�4 +! r ��R +. _ Jkr�r �f .1 ?i�� y`} 4 1�"'�41 Y� �i r�A � ♦ , � � r��'+1�'• q. South i tw sl MINNESOTA aarwater WRIGHT COUNTY SITE IMPROVEMENT PROJECT r 1 2430* 155,132000020 rw - IL SAVA JNAH AVE 15513 MONTICELLO, MINNESOTA INDEX OF CIVIL SITE DRAWINGS: C0 PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN 2 Cu V �N '�•+ 3 CO J Room Z CC Z �o W J C� Zccz A) w W ca O �o m m CCV o LLJ oCLO co CL Lam w (3) Q M Q o� 4.0 j 00 N � � (n � N O W C� aLO (0 U o W l ��d 0, x I Q) Qui ayi ° A I m m ('� U O U'� )a-12 � C� O� ° U I� �0- N s j. '13C Cz ra Q O ai sq, FILE N0. 00640 CO Project Location Plan 119 N O m p W p lv O O p V FILE N0. 00640 CO Project Location Plan 119 II 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SQ AND SE4, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1 1 , BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. -_� GENERAL GRADING NOTES: 956�---- 1. Specifications applicable for this project: Current standard specifications for Monticello, MN, and the latest Minnesota Department of Transportation Specifications for Highway Construction and all NPDES requirements except where modified by these contract documents. / _ 2. OSHA requirements shall be followed for all work on this project. CB-,\ 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1 -800-252-1166.) • // "�/:.� �,, 4. The Grading Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction, and • / " TR. MH �'�� immediately notify the Engineer of any conflicts. umB-181 , \ I �56.� 95`6»� �'�, 5. Erosion Control shall be constructed, as applicable, as sequenced below: I _ /t "� » �\, A. Silt Fence. iIT T e' GV '� • \ »� » / B. Rock Construction Entrance. 6.3 \ GV ' 0955/.7 »� » �`/ C. Demolition 1_4 , __ _-, \ »� » � D. Common excavation (grading). G CB • X55 1 »\ / ,\ E. Seed and mulch or sod (See notes on Landscape plan). - _ 6. Final Plat shall govern for easements and lot dimensions. 954 956.6 YD. \ • \STRM�0�»` - 95 �, 7. Any erosion control items necessary to protect adjacent properties shall be constructed by the Grading Contractor. \ `� 4 8. Erosion control maintenance shall be performed by the Grading Contractor, and removed as per the Contract Documents or as directed by ��1 956. CU�� \ ' \ •� 2~M \ �� the Engineer, followed by all necessary restoration of disturbed area. This work shall be incidental to the grading contract. 9. The Grading Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests 960___.1 �-_A 4F /' �,f %• \ • \ +\ shall meet the following: A. Within the upper 3' of streets, the Grading Contractor shall utilize approved soils that are within 1 % of the optimum moisture content 961; 611 \\ \ '\ \. \» \ as defined by the Standard Proctor Test -ASTM: D-698 with compaction meeting 100% Standard Proctor Density and not exceeding this compaction by more than 1%. Below the upper 3', compaction shall meet 95% Standard Proctor Density, and be within 3% of the // \ •\ »� �'\ optimum moisture content. Grading tolerances shall be 0.1'. B. Grading tolerances for the remainder of the site shall be 0.25'. 1.o 9S8 95�, �\ »\ \ 10. All areas of unsuitable soils found in the pad described above that cannot be corrected shall be located in the field by the Grading X961 ==�� $'� 9�� ',;960,9Sg 9S6 \ \\ \'\ \•\ • »\,, \ Contractor. The Grading Contractor shall immediately notify the Engineer of these areas and provide information as to their size and \ STR M '\ location. V • 952.43 1 1 . The Grading contractor shall provide positive drainage on the site at all times. ry \\,, I- ,-\\ \ 12. The Grading Contractor shall keep public streets and travel ways clear of soil and debris. Daily cleaning at the construction entrance shall \. \ti\ \ be performed, especially at the end of each days work. SAN. MH y 13. All silt fence shall be removed at project completion. i . aeo 9�0 \\T CB_ 10 \ ' 952'3\ \� 14. All proposed elevations are at flow line unless otherwise noted. \, i ;; � G 1� �`� ` RE=958.50 •\ \`� ~\ \ 15. All erosion control best manage practices shall be per City standards. to \\ �, IE=954.90 �Q 0 S 9 \ \ \ • \ \ 959.80 9s �'�$\:; \ \ \\ \ • \ ;;% /622 c � `� \� ��: \\ \\ • \ ��' 951.5 �. oCCP " 9 �\� 950.6 `. 9 6 ��\\' �1 ojF .95e.eo 9o, � 9s CB -9 1 �Q 0 \` o, y 6 RE=956.50 FLbW. ELEV. = 949.9 961 �� IE=951.45TW 953.0 \ / • °'.061 �' � +• ••°• / '981.10 al 961 •°`'a' \�\G O60 'g: / � �?P`Q' 9s BW 952.5 �, \• _> 4, `\ \ �� °.••' GJ \�O 1� /� ; oJ5 / / °\ "TW 955.5 \ `. 960.25 g o �� 0S� / ' . �\ LE BW 952.5 • � \ �IH \ \, x �i� 957. , S� e :. \ \\ IQ 1 \ i �� .•°''O .� �;� ^ p., m \`:. ` TW 952.0 -J \ V �6 0 ` UCJ� a4 ♦\``: \` BW 951.5 J 961.1 e ;' S� � �P:••°•°°'°°• so ,,.��°°•°°°' � - / 9 - `. �o O\\„ '\ TW 953.5 209. � / 959.75r960 /C60. 9�g e�Q�� IQQ� /_ ,/ /moi // BW 953.0 C/ v , `_ !� \t5 TW 954.5 CB_ 1Z ?o o ��C /\ /� /' / ti CB -8 \� =�9 GJ+ _ ' > / o __�' RE=955.15 \ 0) RE=959.00 ovo�ne• ° , ��//` , �� a e0 �` IE=942.61 CJRB _1\ / IE=955.15 "» m"� h% '° �3001, ' ',o / ' ohs $ i`�; o�'`°°c�`b ,� ` \ OU 19b T \ \ // % / •eper »\ `9S a ZGJ g� // \�GI 0 •,.s '• e� \ti `. \ hTT TW 951.0 `\ o°� tip° ~\ »� 9��g�g 0', \y / BW 950.5 IBENE�% \\II \\ 0 960,3 / / \ •\ CB 1 NOLE \� \ / ooh 960 "\» ° RE=957.00 TW 953.5 `25 9ss eo \ 6/ I E= 953.05 / \ �� ,�,4:.• \ °�� \� 'BW 950.5 \ s / �O�^�` ( I \ 90 ''° 955.80 9 1 TW 951.0 \ / % <.C� .•: � ' 8 9 ZGj I \ oe•i°� � 56,••••'"`°.• ', S .. / BW 950.5 moi/ 2.p ��•°'' ° O\ ` \ 9 \ /� / r I\ \ \ \ \\\io 1� 1 9 / ! Q °0`'@••• !OJ ss?eo Vic: ,�o `\ `'01 \ `\ �� \`\ I - Oj� °�� RE=953.50 eon 0�•° �� ? �'' 6/ 0`' \\ ; IE=949.30 \19cp 6/ Pas dim / - -y /95' � 6 'o gyp•, °° \ O \ \ , �` ] \ . `\ eh�ni 53.80 0\ O. <� ,r� g� s / /�\\ 056 •9s (//� /// 9�j� •1�ay ``` O �41 9� ^ ^%h /''' S . �0 CB -2 mss\ `O �s� O \\ 95� G __ 0' �� 9f _ 9� /��Q // •°°'•° \\0g��g RE=95 1.50 S / \ ��A* \\ g5'I �Q\� �`\ ;�g56/ � 9/ �5 � � // \I �`� 4y � IE= 946.90 / 964 _ \ �\ �1 SF '' S�_ _ - - 9h6 '$011 96Q g\AG�/ `�� 6/ 9�. \ \ •\ Gs\ GAG \ CB -1 \ / RE=956.60- CB-5 �. ,- \ RE=950.25 JQIE=953.00 RE=954.00 IE=946.20� \ \ \ I \ \ \ `/• % IE=950.15 9"-,96, 60 \ ��9 - - 956 �O 956 •°' ti o ` EMERGENCY ' OVERFLOW \, o0�G \ OUTLET s < , \ / \\ , } ,' 2� 26 O\ �1 \\ I\ o o� \\ ELEV=949.50 \ '\ pp Q \yea 9 ,a 110000 // .�� •,• J�� C 'I ! JJ ^\ \\\' ��1 c,\ \ FES -A �� \ ; - ,, 946 \, `96� \\\ ';\\r Ogg. 6 ,�� a� II �� (jVV 2�Q� I IE=946.00 \\ \\\ / FLEW. CB \, i g� G ; °•�$ I g�� j, \\ �� I ELEV.= 9452 ��, 69 \� \ �. °� 3? s4s.00 EOF \ I ti FI R NE / \\\ \`\ 9SS7.1 �' °��`°°\�'O �1�1 / 4<:P � D '° g�tt/\rn 9% �0j� h5 ��j`� 1 o g�°' g�`a 9�� \\ x 949.50 \ \ I 'MANHOLE C�b / \\\ RE=955.00 \ \ ss \$ 0`05 i / -�$� gk \�' I \y CHARTER B \ IE=949.80 s� \ °' \ 4 : ' C FES -8000 / / \ C VMS. s �, 963 I \\\\ \ �s� \ \`\ O\ yh°�' I 5�`?� '/ ` s °' a IE=946.00 ' \ 5R. MH FL •;e I �� (sem 9 ON (BASIN OUTLET) g�� / >46.2 \s ST'R.,Ah , \ \\=mom Cw%`�. / y ^I �" \ y \ \ \�\ \ ��s ;\ 05 G' \ hN 952 _hi g52�5 g�6 g°s e_ \IV �" \945.5 s `�� %- ` \ _ �' 'STORM WATER .'� •S'�N. MH\ �\�\ `\ \\ ` \\\\ 9 \ \ 95 io�1� \ ` 9stfao`•• p�°`g 94X46.3 n INFILTRATION BASIN 2 / , / ` \\ rn ti .• ° ,50 050 I I l'Y WEIR ELEV = 948.00 �J \ `CB_,/ \°� $ o� 50 9�a �\ \ 2 YR = 948.49 :p "" , -CB-6 II \ RE=951.60 \_ esgeo. `,` 10 YR =-948.86 �\ \ -� 0`\ o RE=952.35 I`� R - IE=946.50 ' J 951 5 es "i� 100 YR 949.32 \ - ---� / o \ Q`,,, \ ss,.�`` \� s SEE BASIN DETAIL ON �.I IE=946.20 I / /� \$ 'b ',� / / " , Ik 950 q y DETAIL SHEET 4 FES -C , \ 10. 1o� 951/ 9 IE - 946.00 ` sso o > , �/ �� ' p�,, ' e 1' ep \ \� \ 950 "'f �' �� HYD. 9 9 \ D 946 Op \ 1° \ 949 30 , i �' r ' ' o�//,- / \ \ S� ,\ g�3 4b gLbQ1 c i9i0 / 949 g49 �� OCS-2 • s >\ / 643.30 \ \ RE=949.00 .� SA"H cp \ / FES -E 9�0°/ ,a+re 10" 948 , %-� 0- \ IE=946.00 % rJ IE=946.00 . -,@'945.6 I \ \� \\-" 8''600 WEIR=948.00 \\ yti• (BASIN OUTLET) yo ,;sos I `9 \\\\ �` \\\ \ ------- s 9ss ` �'° 94� I ' ^oy (BASIN OUTLET) �� R s ?9°�' 9ate; °Cr946--- -01 46- = \ gaT 4g fir- °:• °� .. • e; ' oeo° •° oeoee • 3 �0888°0 "/ / • - - i 8 / o�soe FES -D-94 r ''esoe \ /\ 5, IE=946.00 / do _ goo y 56 - OCS-1) s C1 LIGHT _ RE=948.50 POI - / - __ "� IE=942.08 \(,, / "/ WEIR=947.50 HYDE -,, �9 STORM WATER EMERGENCY =~ (BASIN OUTLET) 8 - -949.( \ INFILTRATION BASIN 1;= -''TC OVERFLOW , .� SAN. 1'4 WEIR ELEV = 947.50 OUTLET � 2 YR = 947.97 "/ ELEV=949.50 10 YR = 948.64 100 YR = 949.52 . / •' �-'� ' SEE BASIN DETAIL ON DETAIL SHEET INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C 1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN O v� ci ct cc � N O k.-) U N C3 N V � w m C 0 a o CIO L 14j N 0) N ��y (n cp N C -3 6 ~ I p LO 0coLn I o Ip��O a ti W `� In o, Qm �,o A I m`o�.� c C W 00 0� 3 W��ni3 4 C ti v1 I c 3 y 00 ji 00 42 t J in N m W is \ (n On LO i m O W CV 4 0 3 /(0 .-) NIMEN Cl) a Q W) 7@) z ccW W \\ / y+ 0 0 mm IL Vsoft C O LU Q cn M O v� ci ct cc � N O k.-) U N C3 N V � w m C 0 a o CIO L 14j N 0) N ��y (n cp N C -3 6 ~ I p LO 0coLn I o Ip��O a ti W `� In o, Qm �,o A I m`o�.� c C W 00 0� 3 W��ni3 4 C ti v1 I c 3 y 00 ji 00 42 t J in N m W is \ (n On LO N O m O W p lv ti Q Q Q W V FILE NO. 00640 Grading and Drainage Plan 121 n 0 30 60 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 PROJECT LOCATION PART OF THE SQ AND SE4, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1 1 , BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. GENERAL UTILITY NOTES 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN and all Minnesota Department of Health and MPCA requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651 -454-0002 or 1 -800-252-1166 out state.) 9 �;�_I 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), and immediately notify the Engineer of any conflicts. CB 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and after construction. Any required supporting structures shall be supplied by the Contractor as work incidental to the contract. \ • / MH TR. / "\ " 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the proposed construction. The �� Engineer will coordinate with the Utility Company in question to determine the need for relocation of the existing utility. rytT I • `• �56.� 95`6"� 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and these shall be reported to UT "\ / the Engineer prior to excavation by the Contractor. Once construction has begun, all damage to underground utilities will be -6.3 \\ GV' ` ' ,Go955/.7• "� "� ��,( assumed to have been caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's . "� " \ expense. B//7- EXISTING . X55.1 "� / 8. Final Plat shall govern for easements. 111,4G HYDRANT "�" �'� 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water source. All associated costs 956.6 YD' \ \ • ` • STR.\TT� shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall 1Y111��- not operate ate valves or hydrants on the City's water supply system. aFa�¢" OFaF 5 _ ' `/ ` • 954.0 \\ +�y - -954 \ P 9 Y Y PP Y Y "`lCUU�� ' • iii S� N. �4I 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local 956. T4 2 \" jurisdiction or be subject to being shut down. � _ aFP. � ' � 960--/�\\�� aF `��qF��, ��f �� .EXISTING WATER SERVICE \ 1 1 . The Contractor shall keep access roads clear of soil or other debris, and perform daily street cleaning as required by the ,�\\A / 8" GATE VALVE NPDES permit. Positive drainage, controlled with erosion control and erosion prevention measures as required by the 961.. 6/ a NPDES permit shall be performed. Inlet protection shall be installed within 48 hours after inlet construction. Unless specified '_1-A \ on the plans or as a bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this shall be performed as incidental to the Contract. 9S\\9 EXISTING SANITARY \ `� \ 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the land. / REMOVE EXISTING 8" PLUG AND 8 sal `, SEWER SERVICE TO y \ \ 13. The Contractor shall schedule the soils engineer to facilitate / �� _ 9s6 REMAIN WITH NO `� \ certification of all controlled fills in a timely fashion. Density tests CONNECT NEW 6 DIP CL52 WATER / , _ /CHANGES STR MH� '\ shall meet the following: / SERVICE WITH 8x6 $" DIP REDUCER 9 ]j '! \ 0 6� \ 952.4 A. Density tests shall be taken on all trenches at locations as determined by the Engineer or his representative. 9s.� \ '�. \h I_ \ B. Within the upper 3' of streets, private drives and parking lots, Contractor shall utilize approved soils that are within 1% \„ // _ S \• \ 1 �\ optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 with 100% Standard Proctor Density and not 6 DIP \ SAN. MH `y exceeding compaction by more than 1%. Below the upper 3', compaction shall meet 95%. Grading tolerances shall be 0.1'. / 22.5° BEND 9 952.3 QO% \ 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above standards shall be corrected \ % / o ,\� xsso•so o \\ \\ \ LPn \ �\ 4, '\ and re -tested by the Owner's testing agent at the Contractor's expense. �\�9`� 9 _\_� '��\ `\ \\\ 15. All water main shall be installed with a minimum of 7.5 feet of cover. / 0L\\' �1 6L g0� `\ °h EXISTING 16. Contractor shall provide temporary traffic control in compliance with MN/DOT "Temporary Traffic Control Zone Layouts Field 0 �J� S 0 / \ \ HYDRANT Manual most recent version for construction adjacent to travel ways. 17. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior to the ordering of any x959.60 9 \`\\ fittings, structures, castings, etc. Engineer, Owner or Cit shall not be responsible for an discrepancies found as depths are s `\;: ' \ '\ \ �,�. TC �\ 9 9 9� Y P Y P P � . \ .;, � ,��' 951.5 / g6 \ \ \ estimated. 9s>% ob°° \`\\\ \\\\ \\\\ \\\\ \ \ \•\ �\ 18. The contractor shall coordinate schedule with adjacent property owners to minimize disturbance for water shut down and �C o \ \ temporary closure of access if necessary. 00 �v\\\\ \ \ 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or line relocation required. / \\g5,60-�.`. ®\ 950.6 / 961. .�� ;, \\ \\ \ \ \� \ 20. The contractor shall provide all necessary traffic control. / 00 \� J'\ tip, ti 21. The contractor shall be responsible for all grading and restoration required to restore surfaces to like kind existing condition. .958.60 s \`ate �9 \ � v , FLAW. ELEV. = 949.9 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with in-kind materials and section. 380 LF - 6 DIP CL52 WATER SERVICE 00 '\�J °bo` `\\ ;,;a \9Ss 9 . ��/ �� \ All match lines are to be saw cut. INSTALL WATER SERVICE AT MINIMUM 7.5/- �950.�GV '�i R CB \ 23. The contractor shall obtain a Utility Excavation Permit from the City Public Works Department prior to commencement of utility FT BURY DEPTH 1� 00 0 / Ion Tw 953.0 ' . ` / ,, 6 0'` G 0 / / CO6 s BW 952,5 \\ connections. / ;; C[g`O°'° 0 Q\� 'l� 0�0 / / �'� \ \\TW 955.5 \ `, 24. The city or design engineer shall not be responsible for any additional costs incurred that is associated with variations in the o)+' �ZGJ o \\' �� c�F _ �� " �, \\ LE BW 952.5 '\ R, �/IH \ utility as -built locations or utility as -built elevations. Contractor shall field verify existing utility items prior to construction. / sso25x O��O 00 �J �0 /' ' �' 0 _,, ��, \ 25. Contractor or owner to provide an as -built utility plan once construction is complete. °kyv NO /11 /v0957-601/ :. \ 6" DIP0 + �g �`LJ/ \.;" \ BW 951.5 CB\j 9f 22.5° BEND AND °960 000 ✓ / $fir ` 9 . (vim 11 11.25° BEND ss ' 9 \JG-0�0 0� \,, ` s 9,59-75 '� � TW 953.5:�ANo /x 96 6p2\\, �'�� /� /.� /� BW 953.Q� EXISTING WATER SERVICE ,,C�� o �9 0 0 �0 �0 / /--�' /'/ / , 95��0 / BW ss 8" GATE VALVE l � q �j TAP 1.5 CORP INTO EXISTING 8 PLUG/PIPE, OR REMOVE (s6 ` TW 953.5 I \, \ , EXISTING 8" PLUG AND 6p BW 953' EXISTING SANITARY 959,60 x~ �C +660 0 �%� ,'C� INSTALL 8" x 1.5" DIP s \ �\ SEWER SERVICE \ (^ � � REDUCER WITH 1.5 COPPER ` TO REMAIN WITH ` o k 9 �' I , 1 s \ NO CHANGES 1 \ O// ;% o� \ ~\ y 9S �� 5 2 i ( I \\,Q\� WATER SERVICE PIPE; rn I °° �� ,�,; 1vE'l,,ti �� 05$ �� O� �� S EXTEND 1.5 COPPER PIPE TO \ 9�,k `\ 1 NBOLE \s \ / IRRIGATION CONTROL �< TW 953.5 :J 958.60 x a n r/ / 1 7�° \ \ `�� _' BW 950.5 \ \ �O�' � \ bo / \ ( 1 g �h LANDSCAPE IRRIGATION CONTROL; .sss.so 0� + _ WATER METER AND ASSOCIATED s \ `�� / B 950 5 \ \ \ car \\ \\ VALVES WITHIN SMALL ENCLOSURE96 \ �\ 0. 40 V �O -50 9h9 ��J 9S1s O \ \ \�� \� \\\ I --- ss02S �. 000 �J + o. � * \ 0,5� \ G� + \ I \ - OJ +��6 \ \ \ \'954.60 \\ \\ 5� \\ 1-0 1-0 EXISTING , \ HYDRANT No. 1Cb 9 \.0\\' �� cj�C o 25 �"� �i� \\\ \\�\\�'�'\ \\ 0 \\ 5� \e \\ `L HYDRANT '\ 6" GATE VALVE AND RISER �� 9S 906° g5� 9ss x � 050 05 \ 05 \ GROUND ELV.=961.00 9 �Z ' `\ -J+ ��C� s0' � ss2. � I V�\� O g6� g +x`00 / \\ \\ 90h� ) / \\ \ \ / \ 0 h \ 56 / + �/ / / x 953.60 c9 �� ' t9 N Vv \\ • s �� \ �� cS \ 6 + \ i919 h� \ $ � I CA � \ \\\,O\JJ�\D�� 0 __.950 � ,_-_ _ •095 � / / I � � oh°6 �o I O + \ �\ \ �/ �Or �� ' Oh�- _--0� / 952' \ \ 7- C - _ 9rob° + JV o `° (0 /� '95 2/ 6s \\ \i\ \ '\ \• _ 7 96 95460 h� ti Al / \ 960 _ 96 /\� \\ 9 0 0 \.Q\� '�� 6 5 / 2 ��;\ \ h 055 ,Q 1 s I \ 96 \\ \\� ;5 // 050 //_ �J ��0 /// \, �y�° ,� 95\� 0 1P LQ / • S �,� ` / F� , I F� `� �� 1 \ \\ /CB.FL6W. \ ELE�; = 945.2 9 \` 1 5h / \y N 0 32 46.00 \ x EOF \ 1 FIBER NET \ 1GJ / 0 �oJS ti 51 5o 10 �� 0 \ 949.so \ ` $ s YJ SF i 0��\\ 0�� g5 0 0 0 0 \ \ i y '�4Ar�HOLE \ \ �s9 0�5 C �0 I \,/ -' hN ° ` k6 II \ I \s HAl�TER \ \ / I : " C�O / \\ 963.E �`° 5�. MH �h �5 .�� 0 / ' 946.2 \ ST'R._W i9 `.` ti Al \ + � ( ti 4S - `�'t" / [�� / i ,, 5 F � "`;. 0 / /' � n 945.5 �-\ \ 0 (3 \ �N. 952-V \\ g5245 9� 9�$ / ,/ \J �/ \I\I r� \ s ` \\ rk �^ '\ c�h °'_ \ /i �' Q ' V "/ .'� SAN. MH\ �\N\ \\ \\ ` \\\\ `�9 .•\ \ �\ \\`�1/QiOJ1� 0h \ `:�` 951.70 946.3 Y �/ ~ • / \ a\' y\ R. O /7 o coo / 915Q 90 ev �o \ Q`)\ y�\ "t 951.4``t\ 9 so 9S S7eS �' V o ~/ �1' \\'\ \ s o '�s� , r�J /•� s\ /Cy EXISTING 7 vc / \ \� \ \ \ I \, 0 I 0�� , \ 9SO7o. 5070 951 / > ° y9 / • jV1" �$ HYDRANT \ \ \ \ y \ I 9 r 1,0 1 / \� / (�\ \ W\ �\ \, \\ 1 ` `• � II 05ti // sso.so \ �O tt` � i/ .950 ice/ i'/ ' HYD. \ \ \ \ 1 Q0 \ '� / 946. � 949.30 ' i �' /' Z~ • / • ` Ohl 050 0N0 0°�' 0� / °p ;tt 949 g49 ��' - - � /1001 � -� \ / 949.3 ` �' _ b tt 0> � � 1 S "H ttt�t � (��/• i � \ 948 9 / / 945.61�'� (31 1 0h p / / / 94 i t 49.00' i FO / 0'�0 /' 947.9$ t /' I / a^ 00 -946 ni g4� R / /J"' •t _ 946.801-0 / / /� •SO•� / M \\\� \\ ,// '�, ''� °1 � --��/~ •1� ,s C��' LIGHT-------__-- �� 6\4f8 POI- 10 ,'949.0/�/~ .\ 'gl� 948'-- /' / EXISTING ' / / • SAN /' HYDRANT O/ ,./ / • /,, / ~ 6/ / 949,E,, / / ' / INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN V� CU U L UU O CL W W waft" O no C Lon 11i o� �r mN Q) CU W) CC cw m _c NOON O m V .ci C V) M a o ami00 L 14j N 0) N ��y (n cp N C44 � U(0Lr) I O V C 2 ~ I pL0 -6 Qq) o, � o A I mm On c C W 00 0N 3 p� C ,� ,a1 i2 4 C I 6 3 y Z 00 O O ra _J N Q� r Co m Ea9' O 3 W 1j %_4 \'/ rr^^ vJ Q �/� L J N O m Q W Q LQ ti O Q O p W V FILE NO. 00640 Sanitary and Water Utility Plan 122 A 0 30 60 90 GRAPHIC SCALE IN FEET 956 CB " \ • \ , TR. MH 1/2" DIA. X 4" LONG. (S.S) BOLTS FASTEN W/EPDXY ANCHOR SYSTEM (4 REQUIRED) STEEL PLATE 1/2" THICK ELEV.=949.75 48" DIA. ° CONCRETE BAFFLE WALL ELEV=948.00 TOP OF WALL �� _X_ ELEVATION= 948. 00 n$ \ • ' t "\ '� 1 "X1 "1 /4" STELL \ SURVEY DATA JT \ ' , \ \G`I ' �, \ "� "� "\ / PLATE W/5/8" DIA. HOLE ' _ 3/8" SMOOTH ROUND STOCK .3 GV " ��, (4 REQUIRED) 0955/.7 \ . \ \ " ,/� WELD PLATE TO BOTTOM ��=- � 4" O.C. EACH WAY SURVEY INFORMATION PROVIDED BY: ' \ . "\ TACK WELD BOTTOM ROW TO TAYLOR LAND SURVEYING ��% �j/ G CB ' \ \ • X55.1 "\ " / RING PLATE. TACK PO BOX 179 f� '4LLi HyD , \ \ • \ , "\ ��.� ROW TO LBOTTOM ROW.WELD TOP MONTICELLO, MN 55362 "`�w�� 956,6 STR. 95 �,\ TYPICAL ��QFaF `j \ • \ ► \ 954.0 "� 4 ( ) BENCHMARK: �"`�` 2. 8� �� •�. S N'M1I '�\ POND OUTLET CONTROL STRUCTURE TOP OF PK NAIL IN BITUMINOUS WALK '-- ,��c� 956. \ NEAR NW LOT CORNER. -'�'�'aF•��4F , \ � 4.2 � h\ \ ELEV=956.30 960 -__' /'�-�--_-- ,/ �• '\ GRATE DETAIL 961,.. 6 - p" -T3 d� •\. \� • \ham CB -10 h PROJECT LOCATION \ \• "2'x3' PRECAST CONCRETE / \960,io 0 9s9 \ ' \ • NEENAH CASTING R-3067 PART OF THE S AND S 1 0 8 S� RE=958.50 1 SECTION 10 TOWNSHIP 121, RANGE 25, �' X961 ,-`�� \e6°6°\ ' ;96� 9s9 9Ss `IE(SE)=954.90 (15" OUT) \ WRIGHT COUNTY, MINNESOTA. / o �\ 96z T �1 952.4 X,\ ° 9S '9 . % 0)�' o`' �� S �� \ h\ �\ EXISTING LEGAL DESCRIPTION 96`L ; -- §AN. MH--, 9 952.3�j \ LOT 1 1 , BLOCK 4, t� ,\'� x 960.60 60 \--- P \'' \ GROVELAND ADDITION, o \J WRIGHT COUNTY, MINNESOTA. i \\JG �\ \`� bo 9 _\ \• \ \�\ \ O9� OUTLET °c ELEV= 947.00 ELEV=946.00 If ELEV.=949.00 ° INLET POND OUTLET CONTROL STRUCTURE OCS-2 ELEV.=949.25 _ 48" DIA. s/ 90 ; O�jO g6� \ ' a� \\\ \ •\\ CONCRETE BAFFLE WALL ELEV=947.50 % / x 959.60 9 �''�` - TOP OF WALL 62?� s9 \rte; \ \• OB -g ELEVATION= 947.50 \ \ 48 DIA CONCRETE 0,;' NEENAH CASTING R-3067 + / „% 1rO 61 060 �`�;;\ RE=956.50 051 \ IE NW =951.65 15" IN O\ 1 960 \ ( ) ( ) / 9 6j 0p .95s.so IE(SW)=951.65 (15 IN) 6°�°9IE(SE)= 951.`5 (18" OUT) DW. ELEV. = 949.9 4 �/t \� Q 7 O %950* 0 . 116 LF 15 DUAL -WALL / TW 953.0 V '\ 961.CB 10 1 6� / HDPE PIPE @ 2.80% ° `9s BW 952.5 \ • �` \ \\TW 955.5 \ LE BW 952.5 \ • \ R. 4VIH \, .957.60 s� , C �\ 1.952.0 EXISTING 24" RCP CL3 STORM BW 951.5 / TW 9fp0i$� `\`�'�;\ \\ �J ♦ �B\ ' N/\MJ4 \t REMA N ASSEWER AT IS WITH NO CHANGES 961.1 960 / ;' 9� 0 G 50 .��$ \ 9s IeS / 25 O\\ �'\ - g � TW 953.5 \ -- \ ` Q / 950 5 x 9 r J / / \ `�^ BW 953.0 ,• \ � \ ti `.� CB -12 60 /9 < �� 0� OF 27" DIA CONCRETE o ��' /° ,\�j0 / ± \9h��°\ j BW 954.5\L 164 LF 18 DUAL -WALL n/ / BW 953.0 NEENAH CASTING R-2573 225 LF 15 DUAL -WALL _ ° " X95 �1 TW 953.5 RE=959.00 / ohe� HDPE PIPE @ 1.31% p� s•so + BW 953.0 C \ \ HDPE PIPE @ 0.62% IE(NE)=955.15 (15 OUT) e 1 /� 5'60 *� rn �g + nZFj 9 \ °IJV ^ J TW 9995111.J70 \! _l1 �Do h\ S`9 �J I O\ 'I \ 0�5 I cS \ I BW 950.5 1 ~� �o 15$ Qj0�1 S� `\ '`, ��°IBE NET',,\ o> . S , F� 0 0� \ NOLE \ / ) 9 0 h rn % i' 90h 60 IN. "J 1 '4 TW 953.5 •\ L +' T 958.60 x h n r� \ ° \ `�. \� BW 950.5 \ �rn 6) \ 6° \ g0 .955.60 t9 TW 951.0 ' + S 968 9�1r \ (� \ \` / BW 950.5 \ \\ �V C . ... 900.4 „% 1� 122 LF 15" DUAL -WALL �'\ �o +/\`ti;\ 0 �o G * �� I �\ 1 0� 6 s \ X60\\��\ �'\0� HDPE @ 1.72% 2� �4. � +/ ,� \0�'�� S� g5 „ 5 5� 0 „ bo CB -3 ss02';' 50 (3 A�9 9,5'60, �° �\ 9c°'I GJ 1� ---- 0 o`'� 48" DIA CONCRETE 96 �j, 960 n ��h�� o \ NEENAH CASTING R-3067 9 / 05g G 1 1151 y s� 906 \\ �` �1 0 \ -954-60 \\ IE(NW)=949.30 (18" IN) 27 DIA CONCRETE 9 �o \ �1. J G 05`° \ y \\ IE(SE)=949.30 (18" OUT) 0\\' 6�`\� NEENAH CASTING R-2573\\� RE= 95 7.00 86- 61 6 61 / 2 / � IE(NW)=953.05 (15 IN)V- 660,�o `9IE(NE)=953.05 (15 OUT) � c / 1,96\9 .� \ 662.60 156� ° �hNQ1 108 LF 18" DUAL -WALL--' / 1b -50 0 S o 5 HDPE PIPE @ 1.80% �i G / 0 w �►\ 9 , T \ I 6� 964.,7� 0 � \ `9s� 55.60 9 x _ 5 ob( \\ `\\ • \ \ S `s�h 95 V �j 0�1 \ A0CB-2 �\\� 1 � g5 i ,° � 48 DIA CONCRETE , <:) � /Q� cj� CB -5 60 0 (o gy2 �oFNEENAH CASTING R-3067 g� ,� �" 27" DIA CONCRETE �° RE=951.50 Ora6° 0 ,,, Dc, NEENAH CASTING R-2573 9 6 ,: + ?5 g �J i /�' ; 9� s \IE(NW)=947.35( " ) , CB -8 \; 9 6° RE=954.00 5� g5 5� 5265 \ 18 IN 1--- - 2'x3' PRECAST CONCRETE \ �`. / �� r �� \�G /0 �j�% IE(S)=946.90 (18 OUT) / NEENAH CASTING R-3067 IE(SE)=950.15 (15 OUT) 954 4 ��\�� ,�'�� „� `\ IE(SUMP)=943.90 (3 DEPTH) ° � C , s° x F c 54 LF 18 / RE=956.60 G + �N �0 0 S 0 DUAL -WALL HDPE �' \ \\ �e`'�' _ 1 13 LF 15" DUAL -WALL 9 or,5� 0 rn s I IE(SE)=953.00 15 OUT \ HDPE PIPE @ 2.83% \\� / , - / PIPE @ 1.30% 0) \ v ( v OUT), 9 / 956 \\O J1 0�6 :ss`Q 134 LF 15" DUAL -WALL I tih \ CB- 1 \ V \` 5 6 _50 HDPE PIPE @ 2.00% ,° I 9�° \\ 48 DIA CONCRETE ` `9 9� Gj _ A �.,, � �, NEENAH CASTING R-1733 RE=950.25 /5F11�% \ oh�� 5�? �� /g�� 0� \\' 31 18" DUAL -WALL R LF ( \\ IE N -946.20 18" IN) 61 \\ o�h�o + �� ChM. �* �F�/ HDPE PIPE @ 0.641 r s IE(SW)=946.20(18" OUT) \t 6 g6 OCS 2 LENGTH INCLUDES FES - \ ELEV. = 945.\2 ` 0 \�G '� 0 48" DIA CONCRETE 25/ 646.00 \\ \ 7.1 0 `' 48" DIA GRATE X53' /�// 9p'I x EOF \ S FIBER NET \ \ 9 ^ 5 h 949 / CB -7 X60 \ SS �1 S� / °`'� SEE DETAIL THIS SHEET ' 95� 04' 0 0 0 0 \ \ / \ ° \ \ ` z -�4ANHOLE'\ `\ / \ 0 0 CB -4 RE -949.00 LOW SIDE FES -A \ , 48" DIA CONCRETE s 0 5� >, 6 \ %HAPTER NEENAH CASTING R-3067 �� Ik,48 DIA CONCRETE s RE=949.75 HIGH SIDE C ° 18" CMP FES sMM, tB � RE=955.00 \ s °� / NEENAH CASTING R-2573 IE(E)=946.00 (15" IN) _i INV=946.00 / \ / IE(NW)=949.80 (15" IN)' i \\ \ `sem �` ,o RE=951.60 ' IE(W)=947.00 (24" OUT) FES -8 /WITH 3.6 CY CL3 \ 5 R. MH FLOW. / IE(SE)=949.80 15 OUT \ �s ";J IE(NW)=947.50 (15 IN) + TOP OF WEIR=948.00 18" CMP FES g° RIP RAP WITH FABRIC 946.2 z STAR y /h rni i \ IE(E)=946.50 (24 IN) n I \ \ \ / \ ' „ �• 952 -N `;, z �5 INV=946.00 �$ � % \1\J 945.5 ' `\ `\ `\ \ \ ss \ �° IE(SW)=946.50 24 OUT �._, 05 U / BASIN OUTLET P 9 / / \ . 171 LF 15 DUAL -WALL �,� g� ( ) . MH\ HDPE PIPE @ 1.55% \\, IE(SUMP)=943.50 (3' DEPTH) ss,.7°' « _« N;c, 9�� 94 s u r �' « / 946.301 FES -C , \ \ 0)k rn " 3 0� / r �\ �\ \ .• 24" CMP FES � 1 \ / 14 LF 18 DUAL -WALL / s / • / \ \ °` 66060' 69 LF 24" /HDPE PIPE @ 0.00% �' ev INV=946.00 \` 0 951_6 LENGTH INCLUDES FES / WITH 5.8 CY CL3 ss 40 \ Y / 00 \ \ \ o s 1°� �- DUAL -WALL HDPE \\ / . O\ \ \ \ k RIP -RAP WITH FABRIC PIPE @ 0.72% `;� 9 95 051' r 950.6c52 LF 24" DUAL -WALL 950 9 � / 9 HYD. / \ \ 9 \ �� 46.00 HDPE PIPE @ 1.14% 0 / FES -E 0 LENGTH INCLUDES FES g49 �, \ 18 CMP FES \ 94930`\` 948 ti\ INV=946.0.0 ,0 I� 0 5 S / \\ \� oh�� ` ,�. / / o� , 13 LF 18" 94800 / /'// \ �ti;: o RCP CL3 IV CB -6 \,, _' 9 ' 14 LF 18 DUAL -WALL - ti kph 48" DIA CONCRETE X9-11 -T HDPE PIPE @ 0.00% e P' /PIPE 1 @ 90 53% NEENAH CASTING R-3067 LENGTH INCLUDES FES/ ; oo - �� Gb ___-946 RE=952.35 s �� --- / - IE(NW)=947.15 (15" IN) g°`6 9k� gR'so 0 / 9 ,.� "�' / • i r / -�, IE(SE)=946.20 (15" OUT)o / 948 RSRs� ~ IE(SUMP)=943.20 (3' DEPTH) I 0 °�6° OCS-1 48" DIA CONCRETE ` 9 1 CONNECT TO EXISTING 18" O \ sRCP CL3 STORM SEWER AT 1-96 39 LF 15" DUAL -WALL �' - 48" DIA GRATE IGN CIIE=942.01; INVERT ELEVATION 0 9Ra SEE DETAIL THIS SHEET PER RECORD PLANS; FIELD HDPE PIPE @ 0.51% 1,-9� RE=948.50 LOW SIDE " LENGTH INCLUDES FES \ RE=949.25 HIGH SIDE W� ~ ADJUST ELEVATION AS IE(N)=946.00 (18" IN) ~ t NECESSARY; REMOVE O FES -D s !EXISTING BULKHEAD AND 15 CMP FES ' IE(S)=942.08 (18" OUT) �4 f 8 RETROFIT FOR STRUCTURE 10TOP INV=946.00 9 CY CL3 OF WEIR=947.50 �/aC CONNECTION WITH 2. / RIP -RAP WITH FA13RIC�49.0 / 48 - �� 9 'TC 9510.-7" 0 " OUTLET a ELEV= _ 942.07 a ° e d° ELEV.=948.50 NWL ELEV.=948.00 FES ); ELEV=946.00 NWL ELEV.=947.50 INLET FES ELEV= ELEV=946.00 946.00 d °ad ° POND OUTLET CONTROL STRUCTURE OCS-1 GENERAL UTILITY NOTES 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN and all Minnesota Department of Health and MPCA requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651-454-0002 or 1-800-252-1166 out state.) 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), and immediately notify the Engineer of any conflicts. 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and after construction. Any required supporting structures shall be supplied by the Contractor as work incidental to the contract. 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the proposed construction. The Engineer will coordinate with the Utility Company in question to determine the need for relocation of the existing utility. 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and these shall be reported to the Engineer prior to excavation by the Contractor. Once construction has begun, all damage to underground utilities will be assumed to have been caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's expense. 8. Final Plat shall govern for easements. 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water source. All associated costs shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall not operate gate valves or hydrants on the City's water supply system. 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local jurisdiction or be subject to being shut down. 11. The Contractor shall keep access roads clear of soil or other debris, and perform daily street cleaning as required by the NPDES permit. Positive drainage, controlled with erosion control and erosion prevention measures as required by the NPDES permit shall be performed. Inlet protection shall be installed within 48 hours after inlet construction. Unless specified on the plans or as a bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this shall be performed as incidental to the Contract. 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the land. 13. The Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests shall meet the following: A. Density tests shall be taken on all trenches at locations as determined by the Engineer or his representative. B. Within the upper 3' of streets, private drives and parking lots, Contractor shall utilize approved soils that are within 1% optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 with 100% Standard Proctor Density and not exceeding compaction by more than 1%. Below the upper 3', compaction shall meet 95%. Grading tolerances shall be 0.1'. 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above standards shall be corrected and re -tested by the Owner's testing agent at the Contractor's expense. 15. All water main shall be installed with a minimum of 7.5 feet of cover. 16. Contractor shall provide temporary traffic control in compliance with MN/DOT "Temporary Traffic Control Zone Layouts Field Manual" most recent version for construction adjacent to travel ways. 17. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior to the ordering of any fittings, structures, castings, etc. Engineer and the Owner shall not be responsible for any discrepancies found as depths are estimated. 18. The contractor shall coordinate schedule with adjacent property owners to minimize disturbance for water shut down and temporary closure of access if necessary. 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or line relocation required. 20. The contractor shall provide all necessary traffic control. 21. The contractor shall be responsible for all grading and restoration required to restore surfaces to like kind existing condition. 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with in-kind materials and section. All match lines are to be saw cut. 23. Pipe lengths shown are measured center of structure to center of structure or end of flared end section. 24. The contractor shall obtain a Utility Excavation Permit from the City Public Works Department prior to commencement of utility connections. 25. The city or design engineer shall not be responsible for any additional costs incurred that is associated with variations in the utility as -built locations or utility as -built elevations. Contractor shall field verify existing utility items prior to construction. 26. Contractor or owner to provide an as -built utility plan once construction is complete. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN O U v� �,.�//'��//�� ct ct cc N O k.-) U N C3 Q J LLJ CL Q L Cn f f J z �ct Cn I W CL 0:� Cn a o 00 y N ��y V) c0 N C' C ~ I p Lo E acoLn I o V C 2 ~ I pLo ��-6 o, ti w �� Q) Q�•o A I m`m o�.Q) c C W � 0c) 0� 3 p� c ,-4 a C ti v1 I c00 3 42 `o c ° r -,V I � � a� v Q in N 00 r.. O m Y v ° o IOU O 3 W is 1j \ (n O LO CU V O W p W ti O O mN 3 co CL O CC W Zcc W A) ca w O O wonCa M Lon Q W I- CO %Ictv, O U v� �,.�//'��//�� ct ct cc N O k.-) U N C3 Q J LLJ CL Q L Cn f f J z �ct Cn I W CL 0:� Cn a o 00 y N ��y V) c0 N C' C ~ I p Lo E acoLn I o V C 2 ~ I pLo ��-6 o, ti w �� Q) Q�•o A I m`m o�.Q) c C W � 0c) 0� 3 p� c ,-4 a C ti v1 I c00 3 42 `o c ° r -,V I � � a� v Q in N 00 r.. O m Y v ° o IOU O 3 W is 1j \ (n O LO N O m O W p W ti O Q O p W V FILE NO. 00640 Storm Se wer Utility Plan 123 n� 0 30 60 90 I t I I I GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SES AND SES, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 11, BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. 961.1 I -Q / / / / / pas 18• POLYPROPYLENE OR Am POLYETHYLENE (40 MIL 1-1/Y WIDE STRAP TYP.) W rN190PRE E at DOUBLE STRAND 14 GA. WIRE - raTEIWdM (40 NIL "Ir 3. O 120• INTERVAL (TYP.) INBE STRAP TIP.) .- -�� TREE WRAP TO FIRST BRANCH ,� TNIv To nNN Nwlw TURNBUCKLE WITH DOUBLE STRAND 11xxW11010[ WR OpN� fllU.. �' STEEL STNS r Nm jl4 GAUGE MOUE - 3 PER TREE mAlx - M wpc TR - a ru TINE 4'-B• LAYER OF SHREDDED HARDWOOD RIML NMIOE OF PLAIN 10 MULCH IN SAICER- I TEND PAST STAKE aNNUL aua FlNAL GRADE OF PLANT TO CB �' - LAM N' I•EIEO. ANI. EQUAL ORIGINAL GRADE M WN.1-DILDO Mm mAli / - 1 mar mRM AT W-3YxYx30' STAGES SET 120• APART _ rWO TNe HILL AT Ur - APART NN " OU NN. OUTSIDE THE BALL AT ANGLE - 3 PER TTNPLAI • /.` I TR MH \ � 2' IN r� (� � � OF BACKFILL WITH PLANTING SOIL r NN I I /a• min. � MAINTAIN PEDESTAL Of \ \ CU� r / "\ / _ UNDISTURBED SOIL 956.3 1 ', GV'- ' \ ' GV- 55 7' -D K L" "\ "� "\ 0 P LANTfl�6 AT GATED_NN -,o955/,7 � /, \• ss.l �"\C UCTIQN�A�CESS G B y . ` NOTES ' \ \ " TWO ALTERNATE METHODS OF TREE STAKING ARE SHOW. YD. ' \ • \ \ /� IT IS THE CONTRACTOR'S OPTION TO STAKE TREES HOWEVER. THE CONTRACTOR �[j�u, IS RESPONSIBLE FOR THE MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT 956.6 STR. - THE GUARANTEE PERIOD. NOTES: QF \ M11 ,V H.If _ TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. • \ . 954.0 \ y \ 5 \ SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. r,,, �aF'(Jf ��J/ S?y��/ t . / ]' \ \ \ - `' 4' CONIFER TO HAYS SHREDDED HARDWOOD MULCH UNLESS T S THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR WOOD- aAaF ` U NO MULCH NOTED IS RESPONSIBLE FOR THE MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT T `\ THE GUARANTEE PERIOD. A NO MULCH TO BE IN CONTACT W H TRUNK. 1 54.2 � `\ SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. y MULCH 960 ' \ ;�-� i• \ y\ \' • \ y\ ``\ CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL RB 961// orb •\•\ V . \ " ` \ \ \ \ 9 \ ' \ \ • LAYER OF SHREDDED HARDWOOD ' \IN, MULCH IN SAUCEREXTEND PAST STAGE r . `g11 -, \ '\ STR. 52.4 '\ QU ` :,w Gam'° 952.4 SLJ \ \ \ � � ,'' ^ \ � ' \ � \ \ • \ h 11 \ \ \ \ \ LANDSCAPE - BA(70'ILL WITFI PLANTING SOL ' TO -N --,, S1�L�T. MH y � 96 -;, \ 952.3 �\ IRRIGATION MAINTAIN PEDESTAL OF = I= - __ _ M U H ° ' \ \ ; . \ ' \ • y - UNDIS1UREiD 901E G \ \•� \ COVERAGE AREA 9 TYPICAL y CENTERING OF SHRUB IN BED M TAKE PRECEDENCE !'� OVER DIMENSION FROM TC `\ NOTES: EDGE �, V 9 \ y:�� \ • ��JJJHAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TVP.). `Cv951.5 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. s•� LANDSCAPE � 1 6° \\\\ yyNe 96 9 \ \ �,> \ IRRIGATION g6° \\\\\� \ •\• y 9' BOULDER RETAINING COVERAGE AREA �F ,�s�`\ \; �; \• `WALL FOR EXISTING SHRUB PLANTING DETAIL \ \ (TYPICAL) �° \ , "' / \95 .9o\Gv ELECTRIC TRANSFORMERS / ° C) NE TW 953.0 1 � 61 G 06 / 'BW 952. \ 1 t5 \ S 0 D j \�O\\VA�� 1 g�9 M U L H ,/ \\ \ TW 955.5 \ 6° 0 c�F _ / �. L BW 952.5 \ R. MH �' 0 jam' \`" TW 952.° ' \BOULDER RETAINING WALL / ti \ BW 951.5 6° 1� �� \��'", \. \I+ FOR PROPOSED IRRIGATION 'g� TW 953.5 W 953.0 /� CONTROL BOX w -5O 960 g50 � oo� _ �, I \ i / / / / \ 954.5 C', y /BTW 95301\ \ ' BOULDER RETAINING � TW 953.5 � 1`� \`\ BW 953.0 \ cxs\4 WALL FOR EXISTING \ I TW 1.0 �\ FI BERNET MANHOLE Cao \4L y 9s9 i i /o\� i1 °5� (� `�� '\I / B 950.5 ,IBE NE s N�OLE \ 4. TW 953.5 / \ / IV / , \ \ `�� \�' BW 950.5 \ 941 IV 4L 1 05 A �o -50 NNbi 1�)0 \\ M U L, H \ �O \ \ g6 0 \ \\ \ \ IN 1 9 --- 9s9 \\\\9� ,9 \ 0 1196- \ 959 g5$ \\\ g 9s C 61 \ \ DC LO DOD \\\ a 9� 9g5 goo s / 9 g \ \ \ / - /IN MULCH \\\ g 451 �1 _ g56� ° _ ghh � , IND I \ \. o A50 -------!--- BHS , --- --'' 95� \\A 4D L Ir ��>Z,'>--'-,r-- \ 5bc 0 I II'; Wr / 960 96 / \\ �� n 9s g56 \�Q � ```\ F 9 �9 \ _�CJ" GJj4D , ti Sys (PININ 5�1I \ IN 01 i \ bc P\o W p 1 1 `L 6� /CB,FL6W. \, / \ \ `\ �s6 \ \ M C H 1 9c�6 G i �� `��\\ ELEV. = 945 FIBER NE's 9ss7 1 (Pb �� \s 9 9 g�'► \A AS s s / \ 0� S r -�4ANHOLE \ 9Mn 7/ \\ \\ 963.E s\ / ; /' s ;' , G) y \ S�R. MHS / \\ S \\ I \\�y\ \ 1 (1 S 1) r > / \ ( • \ \\' 9 p 952 g�0 \ IL -� • `•`VV I ; 951 �� / \ \ �o, I M CH g�� 1 = - 17 \ I / �B \ L II '' `` CSO �\\` / , ..� / • Q� HYD. / \\ \\ \\ 9s \, 9 C� , ' `, 949 ` ° LANDSCAPE +\ �6 /' •,,,`/,,� � � S�Ll'�MH IRRIGATION , � , 948 945.6 Ix ' -H COVERAGE AREA \ : I , � TYPI CAL 01 tK i \ \_ i ----------------- LIGHT \ LANDSCAPE PO��10_ », IRRIGATION / -' _ ,- ; , ~•� • AN \ COVERAGE AREA '9 (TYPICAL) REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 6.25 ACRES 10 X 6.25 = 62.5 CALIPER INCHES OF TREES PROPOSED BUILDING PERIMETER = 1,004 L.F. (ELEVATIONS FACING LOT LINES) 1.004/10 = 100.4 X 2 = 201 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES 433 L.F. OF BUFFER AREA 2 X 4.33 = 8.66 CALIPER INCHES OF CANOPY TREES 16 X 4.33 = 69.28 CALIPER INCHES OF ORNAMENTAL TREES 8.66 + 69.28 = 77.94 CALIPER INCHES OF TREES PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME TREES 3 RB Betula nigra 4 CH Celtis occidentalis 1 BO Quercus macrocarpa 43 BHS Picea glauca 'Densata' 12 CGS Picea pungens COMMON NAME River Birch, single or clump Common Hackberry Bur Oak Black Hills Spruce Colorado Green Spruce 11 IL Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Tree Lilac 87.5 CALIPER INCHES PROVIDED (62.5 REQUIRED) SHRUBS 108 D Hemerocallis, sp. 70 PS Panicum virgatum 'Shenandoah' 12 AWS Spiraea x bumalda 'Anthony Waterer' 3 DKL Syringa meyeri 'Palibin' 9 WRW Weigela florida 'Alexandra' 202 PROVIDED (201 REQUIRED) PLANTING NOTES: SIZE/ROOT Select various species for interest 1 Gal. Pot Purple Foliage Switch Grass 3 Gal. Pot Anthony Waterer Spirea 2 Gal. Pot Dwarf Korean Lilac 5 Gal. Pot Wine and Roses Weigela 5 Gal. Pot Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern -grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth -barked trees -fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary - per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary. Planting beds for shrubs along Chelsea Road shall have (4 oz. min.) weed barrier fabric, stone mulch consisting of 2" - 8" size cobble rock placed by hand in interlocking pattern. Stone mulch to extend 10 feet wide measured parallel to back of curb. Stone mulch edge to be 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Sod along Chelsea Raod to extend from edge of stone mulch to edge of existing bituminous trail. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration ponds shall be sodded down side slopes to the bottom of the pond. The bottom of the ponds shall be seeded with MnDOT 33-262 mixture appropriate for the soil and water conditions. Seed shall be covered with an erosion matt anchored to ground surface to reduce seeds from moving prior to germination. No mulch is necessary. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN a) 4 rr^^ vJ Q 0) iR. CU V Q W Q lv }+ OCL m 'NAA M C W Z cc LUca A� w O O Ct Vwon O M Lon Q W I- CO Co Ict Qz Q CL zCL J � CL �L Cn Iz og CL a o ami00 qD H ' V1 H (/) (0 N (o Ln I o C�i`i a VTC 2 ~� Ip��O W "' o, Q�,� C - C W .I I o0 �N 3 p� c 1-4 ti W��ni3 4 C � ti v1 I c 3 42 a� /1 I� °° o is QD C3 J N 00 ;. r.. O m (U i ° '9 O 3 9, Q �ra 43 t H O Q3 ° � 3 •'CN,, r'C.. � � FILE NO. 00640 CS Landscape Plan 124 4 rr^^ vJ Q N O m Q W Q lv ti O Q O O W V FILE NO. 00640 CS Landscape Plan 124 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SE4 AND SE4, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. SWPP NARRATIVE This project construction will consist of site clearing, grading, utilities, building, parking lot, drive aisles, and truck court. First, perimeter silt fence and inlet protection shall be installed. Then site work shall commence. The contractor shall dispose all debris off-site within 24 hours. Then the site can be graded, utilities installed, GV I GV '� • y� building constructed, curbing and pavements installed, jo955/.7 "� y \ ,� final grade tollerance, and landscape final stabilization. I ' � __ , Once final grade is established and certified, the site • • X55.1 / shall be stabilized with seed and mulch or sod. Once G CB " � y YD y� `\\ vegetation is established, temporary erosion control 956.6 STR. M% ``\ measures shall be removed. 15 SILT FENCE 954.0,, - -954 \ 956. , y \'\ RUNOFF ROUTING OFFSITE 960-- / , - ��a - ROCK CONSTRUCTION \ SEE LANDSCAPE PLAN FOR PLANTINGS ' / '�`�� a�O� ENTRANCE Downstream water bodies receiving storm water runoff AND GROUND COVER TO BE INSTALLED; SILT FENCE / from the project site: 96 6 ��;\--`-�4F � ESTABLISH TEMPORARY GROUND COVER BY Select roof drainage is directed to adjacent - `\\ HYDRO -SEED EROSION CONTROL MIX OR wetland adjacent to the south property ` INSTALL MNDOT CAT 3 EROSION BLANKET boundary /k \ WITH SEED ON SLOPES 3:1 OR GREATER Site pavement and pervious areas are directed 9S \9,5 UPON CEASE OF GRADING ACTIVITY \ to City storm sewer that drains to City regional &60n \ \ NURP pond (Karlsbur er Pond) approximately Yg 9 6 500 ft to the north 96 STR MOtter Creek approximately 1,100 ft to the north 952.4y Mississippi River approximately 4,750 ft to the \ X96 9s -Q • \ • \ ti I_ - \ east 96 __ INLET I ---- \ / 9 PROTECTION ;ANMH A, �\ '96 0-60 60 (TYP.) 152.3\ -- \ + ti `\ \��\��Q1 6\ ��`\, 9 0 9 SILT FENCE 96, au / GJ1 -959.60 9Z`1 ',-,;, \ \ \� TC \ 962? o \� • \ �' 951.5 EXISTING LEGAL DESCRIPTION 96' F�� \ i"I OL POLLUTION PREVENTION NOTES Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction debris and other wastes must be disposed of properly off-site and must comply with MPCA requirements. Hazardous materials: oils, gasoline, paint, and any hazardous substance must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal must be in compliance with MPCA regulations. External washing of trucks or other construction vehicles is not allowed on site. No engine degreasing is allowed on site. Concrete truck washout is not to be allowed on site unless washout waste is contained with no discharge to ground surface or site drainage facilities. Containment systems are to be located a minimum 50 feet away from drainage facilities and watercourses. Containment systems shall have an impermeable liner. Containment system shall be clearly marked with signage. All sanitary waste must be collected from portable toilet units on site by a licensed waste management contractor. The units must be secured and shall be maintained on a regular basis as needed to prevent overfilling. EROSION CONTROL NOTES 1. All devices necessary to control erosion and sediment (I.E. perimeter silt fence, rock construction entrances, swales, ponds, berms, ETC.) shall be installed prior to any other construction operations. 2. After completion of final grading, exposed soils must be permanently stabilized within 7 days. Stabilization shall consist of disc -anchored seed & mulch, HECP with fiber reinforced matrix, erosion blanket with seed, or sod. 3. The site must be kept in a well drained condition at all times. The contractor shall be responsible for temporary ditches, or other means necessary to ensure proper drainage. The building pad must be provided with a positive outflow. This work shall be incidental to the grading contract. 4. Entering/exiting of the site shall occur only at rock construction entrance to reduce tracking of dirt onto paved streets. Sediment tracked onto streets during working hours must be reclaimed via street scraping and sweeping at the end of each working day. 5. Stormwater discharge pipe outlet energy dissipation shall be provided by rip -rap with size, quantity, and placement in accordance with City standards. Rip -rap installation shall be within 24 hours of pipe installation. 6. Install silt fence around all temporary inactive stockpiles which are not place within existing silt fence area or other perimeter erosion controls. 7. Stabilization of temporary or permanent drainage ditches that drain water from the construction site must be initiated within 24 hours of connecting the drainage ditch to any storm water conveyance system and must be completed using erosion blanket. 8. Sufficient personell, equipment, and materials shall be mobilized within 24 hours of written order (ie. email) by the owner or owners representative to conduct corrective work and install temporary erosion control work in the case of an emergency. pec \\ �\ 950.6 EROSION CONTROL INSTALLATION SCHEDULE GR IGHT C D ADDITION, / /j' 96j oo / \�O\ �� g6 .95a \\`�S\''N ` \\ \\ `��O INLET \ \` 1 . Silt fence shall be installed or restored prior to any WRIGHT COUNTY, MINNESOTA. N Q Cj .so \�,� 9 � construction. Silt fence shall be located as shown PROTECTION FLbW. ELEV. = 949.9 to intercept runoff. The area located beyond the 96°� \` �+,,� / (TYP.) \ perimeter silt fence shall not be disturbed during / e6 * GJ / g�9 \ `Suy , -GV 4 �� INLET onstruction. / 961.1 O ` - W 953.0 \ V \ y ° 61 Cj 96 I os B 9525\__X1.>-1\ PROTECTION 2. Rock Construction Entrance shall be installed prior SILT FENCE �` „% \ ,6, o \�Q\�\,�'�� 959 -'�/ /� _° \\ ; �\TW 955.5 \ INLET r (TYP.) to grading operations. 0) `�6 2 g6 �Q F LE BW 952.5 3. All storm sewer inlets shall have inlet - \ �C \\�\ PROTECTION \ / 990.25. / �' ,� .. protection inserts installed. Inserts shall be 1� g'�° / '' /'957'6°'/ S� s\: \ TW 952.0 \ "Road rain -Top Slab" or "Road Drain -Curb & / F` TYP. F 4b <- �� qj' s�;, BW 951.5 \ �� Gutter" inlet protection devices as / ° SEE PHASING PLAN FOR ��0�6�� \ \ ♦� r 'CB '�AN�M ' \.961.1 96 PHASED CONSTRUCTION; / \` ` manufactured by WIMCO (or approved equal) °°-`/`> and installed per manufactures TEMPORARY GROUND COVER / ? TW 953.5/ / . Q 999.79% 9 INLET OZ / �-� " �/ �/ /� ♦ BW 953.0 � ,• \ � recommendations. / 60 PROTECTION i�J6 999 TO CONSIST OF 4 NATIVE ,' ! / , / 5o Tw s- - \ 4. All erosion control installations shall remain in place / (TYP.) ��G � TOPSOIL AND ESTABLISHMENT �' , 9h�: ♦ / SILT FENCE , / s \ � \\ \ \ and be maintained in good condition by the j �' gg° OF TEMPORARY GRASS TURF /i o " _ ' ,' 4(956-60�`". TW 953.5 II \ contractor until the site has been re -vegetated, at / 0), PER VEGITATION GROUND / �e'/ /r /' ♦ BW 953.0 \ / 9 C� C�RB � which time it shall be removed by the contractor. p, COVER SCHEDULE +'�'r / /,�''( g5� /� ♦♦ \ ' \ For proposed paved surface areas, the contractor 9s9.6ox ,,\ ,�9 �h 2� 1g6y // A\(jl' 9510 / % \ti `t; \ ♦♦♦ 9 T '\ , may remove necessary silt fencing to construct TW „ p 51.0 •• ' S9 O0 I Q\\\`v� 1� g5 / cr \I ♦ Bw 950.5 \ roadway, while maintaining adequate erosion control ,0 i C` �,, �ay\\' Qr�,\.` 6° ♦ � IBE NE ti\ in adjacent areas. I♦♦ \ N OLE SEE LANDSCAPE PLAN FOR PLANTINGS 5. Sufficient topsoil shall be stockpiled to allow for the / ep 60 "� / r6 / I 1� I \\ \ \4 AND GROUND COVER TO BE INSTALLED; replacement of 4" topsoil for disturbed areas to be V( 9 , " O� / I J I \ ti .�♦ TW 953.5 re -vegetated. / ,/ +�/ 2� 958.60% \y "/ ' / I ��° ` \`;\� BW 950.5 \ \ ESTABLISH TEMPORARY GROUND COVER BY 6. The contractor shall schedule site grading, utility * 0 h \ - - h ' . 955.60 9 9 Y \9S INLET \\ I g5� \ 9 \ s`��; TW 951.0 \ \ z HYDRO -SEED EROSION CONTROL MIX OR installation and roadway construction so that the PROTECTION 25 I\ \ - - Q 9910 ,,``:" ♦ / Bw 951NLET \t INSTALL MNDOT CAT 3 EROSION BLANKET general site can be mulched and re -seeded soon G 060 9 gg9 y� �o /, (�,P) X186 \ `\ \�� `\ � i/ \ti; � PROTECTION \ WITH SEED ON SLOPES 3:1 OR GREATER after disturbance. Areas that will not be subject to 96040 ° \�O\ 1Q,� C ° 05 +� ^ " Io,`c �6 (TYP) UPON CEASE OF GRADING ACTIVITY construction traffic shall be seed and mulched or \ iG� 2 / * � �Q S ��\�Q� Q CjF g i ♦ \ sodded within 72 hours of final grading. ' 0b,3 SILT FENCE �\ 9100 59 °� t 9 / 9s� h66 \ \ \ 0 \ \ x 954. \ 4 \ \ \ 5$ a \ \ \ \ \ so \ \ " _0 ``` 95 �h�6°-\\ ��0 /�<6. "60, °� C��6 \ \ V` 0 \ \ 9 `�� a`��'' \ SEE PHASING PLAN FOR / °' � `� ` \ \ \ � `;, h� • ' \ 0 5B 9 ) \ \ \ 952.90 / 62 , a 9$ g PHASED CONSTRUCTION; � S6 6° I \ \ \\ \ s \ \ \\ \ i / \ TEMPORARY GROUND COVER5<-D-1 g6°hh' \ \\ ,° TO CONSIST OF 4 NATIVE ' / / x 993.90 \ \ / o 2� h I /��' \ 9510 // \A\G �� / / 0 \ s \ \ \ /^6 ;� TOPSOIL AND ESTABLISHMENT 51 \v h o \ \ 9 OF TEMPORARY GRASS TURF �� INLET s s INLET 9515-60/ / \ PROTECTION (TYP-) ROCTION s°, `��' ��\ PROTECTION \ PER VEGITATION GROUND x o l ,\\' '( 995 gg� \ ' \ ' \ �,S \ \ o°�' (TYP.) ` COVER SCHEDULE �s a ' Q - o\ y / \\A" 1 Q \ / � 9 00� \\ 95 \�� _ 6__ 9510 INLET �, // \1 N�` \\o I \ C-) \ \r--- 64, PROTECTION / I I ;952 �Gj� �_ (TYP.) �\ �6Q \\\ \\ may;: a�b _ 60 x \ '�\ '\ rk \ h s ♦ SILT FENCE \ Cp`\---- °�6 �G J \ M o5� _ _ /��jQ � \I\ \ \• EMERGENCY OVERFLOW 960 , 96 / `\ 56 �\ 9510 // ' - Gj , I I \ ♦♦� \ EROSION CONTROL \ � \ X956 /' 0 \� '� 5 955 - s I \ , z s rk e \ BLANKET MNDOT CAT5; / A D SILT FENCE AT TIME OF oti \ \ 5°° , ° I e�� \ ♦ 8 FT x 20 FT; INLET�+ I BASIN CONSTRUCTION \\ I os \\♦` \ INSTALL AT FINAL PROTECTION ° \ 5 \ 25 \� \ ° Q \ / GRADING; STAPLE BLANKET (TYP.) /� 9�h �� I �� g Pj�\� Dc�� cjF\\ s o o� \\ V. TO SECURE IN PLACE \\ f I 6 `� C� o,'M ' jI �•` !��c I ,�� ,�` \\\ \ \ ♦♦` \ /CB,FL6-W. \y 1P 1610 , 1 g5 ` / s\ o I 5� O�� INLET I �♦ ♦ \ \ ♦ \ I ` \` g5 s 3 PROTECTION 1 , \ °F \ ' INLET s \ 949.00 \ I� ELEV. = 9452 INLET 9SS7.1 �� 95\\� 1J / 9 5� \� ��j� X50 0�� 9 49.90 \ `� I PROTECTION \\ \ \\ \ so ? �Q� S I gh� 9 y \\ 853.25 C,� (NP.) �� ` 1 ti PROTECTION \ (TYP-1-:11) ) / SEE LANDSCAPE PLAN FOR \ \�\ s `�s \X v\ �" CIV I , y\ N hN o �� g� ,i 1 I �\ C%Ml \C \ / PLANTINGS AND GROUND \\\ \` 963.E \\ �\ os�\\ \S\ " \� °a`° j X25 /' '�N 9 m, �i� I �.�� '/ s \ SSR. MH _ / 9 / s 946.2 �� \s " FLOW. ELEV. 945.2 / COVER TO BE INSTALLED \\ `\� ' \�\ ,9� `; ,,�° \ I �� 1 �y 249 .INLET �♦ �, 9�� ♦ y s .1 \ 55 PROTECTION �� }\ \ \ `�s`\` \ 9 '� \ hN 992 (TYP.) i g°`6 ' / �' '' " ��9�45.5' / / �\\\ \\ \\ \ \\\\ ``9 R.• \ gGJ �\�O// �� p�� c, g 94 �I�' S\ \`` /" % " o �. 0 946.3 � `. \/Q " \�` S hoc ' \� t rn _o '� �, g� ' Ik� I ' p , R - • / \ �\ s\ / / / / \ \ \ \ o SILT FENCE AT TIME OF \ / L \ I h'�• `\\ 911090, rn \��/ , �,, g�0 gig / g / i/`\ \J �" S INLET O / BASIN CONSTRUCTION \ - s V �9°' `;, / ,�-►� ice, :"1�" � PROTECTION 951 o 9�S915 6S INLET "" ✓ (��v (TYP.) PROTECTION � m' o, \ ' _ oe \ 0\ \\\ \\ I \' INLET g ��I `INLET x-951 , ��- TYP. M \\ \ \ i� / So. PROTECTION ��' �' �' ��/ �. 9 �� \ W\ I \ I \ . PROTECTION ' / ogti �� / E 950 �� 1 SILT FENCE o1A�� HYD. \� \ \ \ \ I c9 \♦ -� / 946 (TYP.) �� 949.30 \ \ \ \ I cT I 9S y (TYP.) 1 0 Dg�D� 0� / °0 - -' �'' `O i ° // • / - �Vj - \ 9 9483 `,`` g4�'' \\\`` g49S MH , ' // / j� INLET \ V 1' PROTECTION CP Al Ikh. / 4400/ / \, g / 948.00 � `• / v� s ?s ♦� ' ' INLET '4jo �� / " 1 . /bNG' �' 6' \, o \ s 40 , �� `- ° -. -- "/" G ` ___---- SEE LANDSCAPE PLAN FOR / / �\ ` i cs ` ♦� 0� - 2.01 , PROTECTION /1 /� - \ 7 ro\ s � O �;" •/�b 8 /___ PLANTINGS AND GROUND ` ` \ x� 9°6 g�� 0� - (NP•) C' /" ,/' COVER TO BE INSTALLED , / 4 ' ' " • / • / / -'/' moi- 46.80 gK,g. SLO JA lli' $ -t�,1 • • / • / / /, \ �l \\ � � � /'�•i! p � � _-// INLET � /�L ______---- \ \ / PROTECTION ` LIGHT / 10\ ` ` "9 9:0'�/" •�� INLET' � / " SAN,, PROTECTION / •. \ SILT FENCE / • i \ (TYP.) 501'- "- / • / EMERGENCY OVERFLOW �j EROSION CONTROL / Qom'' 6 BLANKET MNDOT CAT5; / '' / / '�� 949 "/ "/ / • / • 8 FT x 20 FT, / /�� / • INSTALL AT FINAL'' GRADING; STAPLE BLANKET 949• TC TO SECURE IN PLACE . / 949. / SEE LANDSCAPE PLAN FOR - /''/ PLANTINGS AND GROUND COVER TO BE INSTALLED EROSION CONTROL MAINTENANCE SCHEDULE 1. Erosion control measures shall be inspected by the contractor's representative and maintained by the contractor every Friday and within 24 hours after any rainfall event larger than 1/2" until the project is completed. Maintenance requirements are as follows: silt fence - 1/3 height of fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance - refresh as necessary to conform to detail; inlet protection inserts - remove sediment after each rain event, clean or replace filter when clogged; surface water - drain and stabilize, within 7 days of discovery; and street sweeping - remove all sediment tracked onto paved surfaces within 24 hours or as directed by City Engineer. 2. Replacement - Fabric shall be replaced promptly when it decomposes or becomes ineffective before the barrier is no longer necessary. 3. Any sediment remaining in place after silt fence is no longer required shall be dressed to conform with the existing 9 prepared, rade and seeded with appropriate seed mix, as directed by the engineer. 4. Removal of the silt fence- Silt fences shall be removed when they have served their useful purpose, but not before the upward sloping area has been permanently stabilized. VEGITATION GROUND COVER SCHEDULE 1. Stabilization of all exposed soil areas must be initiated immediately but in no case completed later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. 2. Permanent turf ground cover shall include all disturbed areas be covered with a minimum 4" topsoil and sodded or seeded as allowed by City, or as proposed on City approved landscape plan for the project. 3. Temporary ground cover shall be MnDOT seed mix 150 shall be applied at 100 lbs/ac, or equivalent as approved by City. MnDOT Type 1 mulch shall be applied at 2 tons/ac and disc anchored in areas not covered by sod or erosion blanket. 4. Fertilizer shall be MnDOT Type 1 10-10-20 and applied at 200 lbs/ac. Disc fertilizer into top 3" of soil. Specification reference is MnDOT 2575. 5. Dormant seed mix shall be used after November 1 or when temperatures do not exceed 40° F, using same rates specified above. No seed shall be placed on snow or ice greater than 2" in depth. 6. Any seeded areas that do not become established with vegetation shall be reseeded at Contractor's expense. 7. Erosion blanket shall be installed in seed areas with ground surface slopes of 4H:1 V or steeper. RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: TO BE DETERMINED IMPERVIOUS AND DISTURBANCE AREAS EXISTING IMPERVIOUS AREA 5,517 SF = 0.13 ACRES PROPOSED IMPERVIOUS AREA 198,100 SF = 4.55 ACRES NET IMPERVIOUS INCREASE 192,583 SF = 4.42 ACRES DISTURBANCE AREA 280,112 SF = 6.43 ACRES EROSION CONTROL QUANTITIES ITEM: QUANTITY UNIT ROCK ENTRANCE 1 EA SILT FENCE 2,276 LF INLET PROTECTION 23 EA BIOLOG 6" DIA 20 LF BLANKET MNDOT CAT 5 304 SF INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN V� CU V mN '~ Occ 3 -0 to w� C13 W) J Z cc Z nom W -' CL cc W � p ��z Uftft m m I �w mom" � � V o�cr CLOS Lon W Q Cl) Co Q a o aqi 00 C: 2 L � k;4_; N a) N (n (o N p 67Q E ° W -4 `J acoLn I o g z W �' I L0 °or---6 o, �•o o � � A I m`m o Q�•� cC 44 W 00 coif 3 a C ti v1 I c 3 y .� ' 00 ° a 42 �. �.. N ,e w i C3 -J N UJ Co u W FILE NO. 00640 Storm Water Pollution Prevention Plan 125 4 (n Q LO N O m O W p W ti 0 Q o a W v FILE NO. 00640 Storm Water Pollution Prevention Plan 125 n. 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SEI AND SEI, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 11, BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. SILT FENCE �\ 1 J SILT FENCE CB • I TR. MH 960-- SILT FENCE 961,: \\\ \\ 963.E EXISTING TREES AT TOP OF BERM ON AJACENT PROPERTIES TO REMAIN \ \ \ y Off\ DEMOLITION NOTES 1. Install perimeter sediment controls as soon as possible during clear and grub operations. See Storm Water Pollution Prevention Plan. 2. Provide air quality control measures at the request of the Engineer or City Representatives. Take necessary measures to keep dust levels to a minimum. Provide sweeping of adjacent paving as needed, or as required by the City Engineer. Report—Engineering Properties (MN) Engineering Properties (MN) -Wright County, Minnesota Map unit symbol and Pct. of 3. Locate and protect all utility lines prior to and during demolition. Utility locations USDA texture Classification Fragments shown are based on best available information and are not guaranteed. Contact Liquid Plasticit soil name private utility service for disconnection and removal. gic coarse sandy 4. Remove or relocate all existing site features that interfere with the proposed 50-85 loam SC -SM construction. 19-32 ' 5. Protect existing site features that are to remain during construction. Replace y index EXISTING DRIVEWAY CURB AND unit anything damaged with new construction. C) PAVEMENT TO REMAIN FOR 6. Pavement shall be saw cut at limits of removal unless noted otherwise. Do not a10 CONSTRUCTION ACCESS 4 impede existing traffic circulation to adjacent businesses or streets. - • X55.1 200 7. Sufficient topsoil shall be stockpiled to allow for the replacement of 6" of • sand, gravelly GP, SP - topsoil in disturbed areas to be re—vegitated. • STR. 8. All construction and post—construction parking shall be on—site. At no time VCE 954.0 �� "� -- -954 C N~ 9. shall parking, loading, or unloading be allowed on public streets. Storage of materials or equipment shall not be allowed within public T ' 4,2 �_ Loamy coarse sand, Right—of—Way and shall be maintained on site within project boundaries. Report—Engineering Properties (MN) Engineering Properties (MN) -Wright County, Minnesota Map unit symbol and Pct. of Hydrolo Depth USDA texture Classification Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic coarse sandy ML. 5C, 50-90 50-85 loam SC -SM 0-20 19-32 Gravelly loamy GM, SC- limit y index sand, gravelly unit group C) coarse sand, Unified AASHTO a10 3-10 4 10 40 200 GP -GM. A-1 0 CO sand, gravelly GP, SP - LQ 0 sand, coarse sand SM, SP inches inches Loamy sand SM A-2-4 0 9-19 Loamy coarse sand, SM, SP- A-2, 0 Co loamy sand, In A-24 gravelly loamy Pct Pct sand �M Pct Gravelly coarse 406—Dorset sandy A-3, A-1 0 a sand, gravelly SP, SW sand,sand loam, 0 to 2 percent slopes Dorset 80 B 0-11 Sandy loam, fine SC -SM, A-2, A-4 0 0 90-100 78-100 57-88 27-50 0-31 NP -10 sandy 1oarTi, k}afil SC 11-20 Loam, sandy loam, SC -SM A-6, 0 0 91-100 79-100 54-83 2445 0-31 NP -11 coarse sandy A-2-4, loam A-4 20-38 Gravelly coarse SW -SM A -1-b, A-1 0 0-2 79-92 54-77 24-41 5-15 0-0 NP sand, gravelly sand, very gravelly coarse sand, gravelly loamy sand 38-79 Gravelly coarse SW -SM A -1-b, A-1 0 0-2 80-93 56-78 24-42 5-15 0-0 NP sand, gravelly sand, very gravelly coarse sand, gravelly loamy sand Map unit symbol and Pct. of Hydrolo Depth USDA texture Classification Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic limit y index unit group Unified AASHTO X10 3-1 D 4 10 40 200 inches inches In Pct Pct Pct 1288—Seelyeville and Markey soils, ponded, 0 to 1 percent slopes Markey. ponded 45 AID 0-27 Muck PT A-8 0 0 100 100 100 95-100 — — 27-32 Fine sand, loamy SM, SP, A-2, A-3 0 0 100 75-100 60-75 0-20 0-20 NP -4 sand, coarse sand SP -SM 32-80 Fine sand, sand, SM, SP, A-2, A-3 0 0 100 75-100 60-75 0-20 0-20 NP -4 coarse sand SP -SM Seelyeville, ponded 45 AID 0-15 Muck PT A-8 0 !0 104 1100 1100 95-100 I= — 15-80 Muck, mucky peat PT A-8 0 0 100 X00 1100 95-100 — Map unit symbol and Pct. of Hydrolo Depth USDA texture Classification Fragments r : : passing sieve number— Liquid Plasticit soil name map gic limit y index unit group Unified AASHTO X10 3-10 4 10 40 200 inches inches In Pct Pct Pct 1377B—Dorset-Two Inlets complex, 2 to \ 6 percent slopes Dorset 70 A 0-11 Sandy loam SC -SM, A-2, A-4 0 0 90-100 85-100 50-70 25-50 0-25 NP -5 FL%W. ELEV. = 949.9 SM 11-19 Loam, sandy loam, CL, CL- A-4, A-6 0 0 90-100 85-100 50-90 35-75 15-30 4-14 \� coarse sandy ML, SC, `\ loam SC -SM 19-32 Gravelly loamy GM, SC- A-1, A-2 0 0-5 50-90 50-85 20-50 10-25 0-20 NP -7 �H sand, gravelly SM, SM coarse sand, \ coarse sand 32-80 Gravelly coarse GP -GM, A-1 0 0-5 50-90 50-80 15-40 0-10 0-20 NP -4 / sand, gravelly GP, SP - sand, coarse sand SM, SP \ -- Two inlets 201A 0-9 Loamy sand SM A-2-4 0 0-1 90-100 80-100 35-75 15-30 0-20 NP -4 "-\; \ s\ REMOVE EXISTING DRIVEWAY CURB; 9-19 Loamy coarse sand, SM, SP- A-2, 0 0-5 80-100 50-90 30-65 5-30 0-25 NP -7 SILT FENCE s RESTORE WITH B61 B CURB AND loamy sand, SM A-24, \- PAVEMENT- RESTORE BOULEVARD gravelly loamy A-3 i C\ s WITH GRASS TURF sand 19-80 Gravelly coarse 5P -SM, A-3, A-1 0 0-5 50-95 50-80 36-55 2-10 0-20 NPS T \� sand, gravelly SP, 5W \\ \ \ z \ sand,sand 1131! s `` Map unit symbol and Pct. of Hydrolo Depth USDA texture Classification Fragments Pr!. ,a z1 �i.,!,,j ing sieve number— Liquid Plasticit N \ soil name map gic limit y index 1 y unit group Unified AASHTO X10 3-10 4 10 40 200 inches inches In Pct Pct Pct l �� \� \. X90\' ~ '< SILT FENCE �(�� HYD. 46_ SOIL TYPE 1377B �� ~ o , LIGHT - 1 ~� 14 / POI -10 - ~-� HYD' / ~ SILT FENCE- '11 950 949,7,w 50 A 0-11 Sandy loam SC -SM, A-2, A-4 0 25-50 0-25 SM 0 11-19 Loam, sandy loam, CL, CL- A-4, A-6 0 15-30 coarse sandy ML. 5C, 50-90 50-85 loam SC -SM 0-20 19-32 Gravelly loamy GM, SC- A-1, A-2 0 sand, gravelly SM, SM rJ C) coarse sand, O coarse sand a W 32-80 Gravelly coarse GP -GM. A-1 0 CO sand, gravelly GP, SP - LQ 0 sand, coarse sand SM, SP w O 35 A 0-9 Loamy sand SM A-2-4 0 9-19 Loamy coarse sand, SM, SP- A-2, 0 Co loamy sand, SM A-24 gravelly loamy COLae A-3 sand �M 19-80 Gravelly coarse SP -SM, A-3, A-1 0 a sand, gravelly SP, SW sand,sand 0 90-100 85-100 50-70 25-50 0-25 NP -5 0 90-100 85-100 50-90 35-75 15-30 4-14 0-5 50-90 50-85 20-50 10-25 0-20 NP -7 0-5 50-90 50-80 15-40 0-10 0-20 NP4 Ic 1 90-100 80-100 35-75 15-30 0-20 NP -1 5 80-100 50-90 30-65 5-30 0-25 NP -7 5 50-95 50-80 I 30-55 2-10 0-20 NP -4 INDEX OF CIVIL SITE DRAWINGS: C0 PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN QOCL f— C J z�> —v0 i Cc C)Q Q_ W Q o aqi 00 O y O V C C I p L E p C CT�` (O LO I O V L O Z W LO�U x I Q) 00E mca �C0' o W h r rn0 U� v G O�� 4 j � ~r O c 3 ►� 00 O 4Z Z �.. U 4+ LC11 I v � 4z% � �. C m O ` ° y, V O O p f � Q a: CL UJ AZ -y O N O 2 O cootwo Wv+ � � � m N 'A CO Ccc'`//_��♦ rJ C) QO O a W W v CO z LQ 0 o /h V'A/ w O �O loam mumm aftm Co Q. COLae O UJ �M CO a QOCL f— C J z�> —v0 i Cc C)Q Q_ W Q o aqi 00 O y O V C C I p L E p C CT�` (O LO I O V L O Z W LO�U x I Q) 00E mca �C0' o W h r rn0 U� v G O�� 4 j � ~r O c 3 ►� 00 O 4Z Z �.. U 4+ LC11 I v � 4z% � �. C m O ` ° y, V O O p f � Q a: CL UJ AZ -y O N O 2 O FILE NO. 00640 Existing Conditions and Removals Plan 126 N C) QO W W Q v LQ 0 o a v FILE NO. 00640 Existing Conditions and Removals Plan 126 c1F1FSEY .TICS fIITERENL oR CrEERSMI] STwnElm IwwHnE J FRu� ANB cwrx V KAES w[H-,NAfasEF10 RNOs PSE -ROS SECEgN IINI Y - INS 12' s e' IIMwLAe SECWN r0 eE - ASTa c-416 Ir .A 6 DA USE R-2 ANT FOR - ALL EAIAeruE JOM9 � M1 eras u t1R-sEri'.xT�AL'. pR +PEnPa6 mora °� PRCUST f.AF[T FIFE awl K "6m ,nN � w wVeA6EE PRGGSi eOFKN SECOOII � +r-�•'=2 NwR uE'YERr ---- FS AT 1Y OC FIOI IAAY STANDARD MANHOLE FOR SANITARY SEWER NaIEa Ea povc 0 AIVIl101L Sips SWrt K CAST RON OR w "o0n PS-+-fF jH1 w Enmwi wc.] [KNFaaMlp m Au °A,A RmuATlprc Teo wtcm ,a' a. ® N DROP R CRFAIER IwN w *Xwn. USE DUrsl6[ iTwoP. T6W: Standard Sanitary Standard Plate Library Manhole City of Monticello: Plo[e Na, 03-05 30D1 - _� e _ Revtsed:03-15 sWIE ROPE .s evAp,6kr� ,;�':- I`UeTs wr BE m wT REVERSE SLOPE CUTTER SECTION DNIDER PLATE ane t tR - 3R 31 ROPE 0.06 -M 6• .3 ,/2' OA VA'/rr 2- W y rC HOW¢pIT •1 Mmol LSE uoF aos rt/rt N[awi, ME. l SPNILHRB PLATE 110 7E00 x OITTIA 9 SPFOKO. F A pEFEREFO srEcnCASIMr KFEMxrcE 2051 1AA'r ,aTEn K RR"M1fD. TtL Faqu C0K1KIE - 0.0114 W ADS I of IT X612) BfiT 2 CONCRETE CURD k GUTTER mNcra:rc - �I., FT a. Tae, DMDER PLATE rie - sR 31 � a.oPC �6 ob Aryl J . aoPE 3/4'/rt r i eE rG L � °",ice • ,.a , l m sLmG o o6IraRFA'Ai EwLLu srr1pOEiloaD Rua Eta rim K EO"rtR OPE A PFl4rnED. WE Y STC - o0�S62 W 1D6 I L1[ R p{r61 Aav K nND 8618 CONCRETE CURB d4 GUTTER eerIGRE'EE - er_2 R I euros E&e,q u' 3/4 • /PER R ]. r r� TTI I s'- r � MODIFLEO DESIGN "0" CURB h GUTTER PJ Title: Standard Plate Library Concrete Curb & Gutter for Streets City of Monticello Data: Ptote Na. 03-05 Raw66a:Q3-15 5005 n POIMT ]ANT 9,AFE STRAY W A IN J' 6' Tp „ OlD. WILIL EMRW9 00 IM PLASTIC DA ppXTEAYESTfa AEITrT1NG TYPE 2E BIDROLL 01 TCH CHECk ON Pna9r FFADfp AREAa i x 2'X Ir LONG w]EIDEx STARS AT T' 0` S ,A LLA - STATES S BF ORiYEN ,wRp,r INE WK -1 er WE eanOtl Ai Aa wK [ TAN M SEs w,N 1>E 10P CF T. 1 L slREru PR[N,pE 0' lu TO .6' w Fu9EouENi pEPw. elOROAL FLS [6• E-T MPTP 131CROLL STAKING DETAIL " " " ENTREIKN A NLNIIaI, or 2' I NOTE, WHEN MORE THW 1 111DRULL/COINI-07 LOG IS NEEDED, DVERLAP ERys A NININA OF V AND sr -E title: Bio Log Staking Standard Plate Library Straw or Wood Bio Roll City of Monticello Date: 03_08 Plate No, 6009 R°Ft6ee 03-15 Emergency splElway crest � of Anti seepag�ar (typ.) J //r e TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE. I Emergency spillway crest Perforated Standpipe � - Anti seepage Collor (typ-) -------� TEMPORARY SEDIMENTATION BASIN WITH STAND PIPE OUTLET Emergency splllwoy erfmot standpipe 3/0." rock Cana T_ 1/3 2 T l' R Lt" holes spaced 8" to 10" on center NOTE. 0 , diameter of standpipe equal to dlometer of pipe. Pipe materiar must he rlgid STAND PIPE DETAIL Standard Plate Library Basin City of Monticello Dou: 03-07 Plods, No. Revised: 6007 - 0303-155 FOR COMPLETE TYPE A" DROP SECTION ARES PR30E Awa lout ANY VgrTA". NFO w-KkI 8AE REauRED. L" TFL PVC. SUPPORT 4 Rvlhwn. Title: Outside Drop Section for Sanitary Manhole Standard Plate Library City of Monticello: Plate No, 03-04 03-15 - e 30D2 =fir Revtsed:�. CONCREJE CURB AND Gt/TER '•I Ir ^ JOINTS N Ok EXPANSION I ' E. JOINTA 1r4 l8 CONCRETE TO BE •, NUTTED INTEGRALLY � L-A �OINi55� WITH CURB PLAN B615 CONCRETE % CURB AND GUTTER JE l 5 ; '� 7 uIN. 7I r VapTH vARIEs s• MIN. �»- -•1 e'� SECTION B -B SECTION A -A rile. Commercial Driveway Standard Plate Library Entrance City of Monticello Date: Prate Na. 03-05 _ X103-15 5008 f Where the flow DF ,voter is w sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stips porullel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or will of sod which becomes displaced or damaged due to lock of protection or proper core" Title: Standard Plate Library Sod Placement City of Monticello Dow. 03-07 PWte Na. _ ReYte°d:03-15 6010 J o. oR s' N arca v cur• r cvtcxEiE xuLl[ aR IRrIM-pllS PATH AIE I.meAnracA PRESEKr rEw ,ETmus IFooFi ar ".Tarr - sow P NP ro eG I16,wm pN PAw.ea ouxl. A•rrP a.d,-FRT OTT PlAw @`IVWW ruaGE 0 -STING 46 umm Eu,Ew irlc 1Z eMry UE (Tre31Im GRA*) RKN TEEAIW K MS fel9ao ° Nor Me 3 N1iRsCF F 2'- F• AS REOUKO i ,r FSEY [U "e} 22[555 ' pwERR Br 3' DEEP eT J Y 't r YsibR or;R ,, sRE wLL E Bax APM Ew �-L/2- LAEW €E MFw s'ROIEETnE pOAiNC As "� APPRWEp EIXPL BTC TEE 2 ER RODS rN0 EE pr aAIERM,Fr TO NAAKNE TY: R005 FRpI YAL1L Title: Standard Plate Library Typical Hydrant Installation City of Monticello Date: Plate Na. 03-05 Revised:03-15 2001 J 6 CA5PN0 ACUITSTIIIp RINGS E' YW - 12• [Mk STANDARD FRpuE $ CWER PaE sr C°EKRE1[ MAAIaE sEnote BucTnE Ra. RE � 0� WPI LUtCrH [x0'- 0•y rex F pR[cTm ar Ex R J FOR COVER REQUIREMENTS ar oP w AFp er Pta MOP. WALL CONSTRLICTRRJ SM L BE CLAS$ II _ PRECAST PIPE, exCEPr 413- im A ur BE _ x�. -6• CAST-IM^PLACE r �, tar g CONCRETE ti\ ! OR 631MM OF TN5 SECT"CESF-IN-PLACE Ci%YCRETE CR MRSQfIRr Go - n0N N IAAIAEEE CK 8R`oW AULMD "Ry ifMOYE rENCIXEEvR PRD 333 YIOA Ham AND PIPE CONNECTION OOtE � )? ,. HKE 10 IIT f0 Nln[ A 4c°lH 03-05 STRUCTURE, Revised: 013 B- POURED CONCRETE DOSE. FOR ALIERHAM PRECAST CONCRETE if RASE. SEE NOW STANDARD PLATE fa„ (MdaiFY OW4ETER AND 2' RASED AREA TO FR REQUIRED DAAETER. 9EW NvetOA[S Aaa,m IN DPNEb1'r°., ARA3 K COrrSTxUA�ET AN CI) REFER TO STANDARD PLANS FOR HeiNiT AND Ea 4IMMR RCQUIRLO. � gp� a clwwdcr m YNe10[E (6y MA wOUSTRML INC,) CDNFQRNSWF ONG TO Ail, OSHA REGULATIONS AND SPACED 16' W. Plate Library' E,-EME 50`EF Ia5[R erE[ Manhole .......".. Title: Outside Drop Section for Sanitary Manhole Standard Plate Library City of Monticello: Plate No, 03-04 03-15 - e 30D2 =fir Revtsed:�. CONCREJE CURB AND Gt/TER '•I Ir ^ JOINTS N Ok EXPANSION I ' E. JOINTA 1r4 l8 CONCRETE TO BE •, NUTTED INTEGRALLY � L-A �OINi55� WITH CURB PLAN B615 CONCRETE % CURB AND GUTTER JE l 5 ; '� 7 uIN. 7I r VapTH vARIEs s• MIN. �»- -•1 e'� SECTION B -B SECTION A -A rile. Commercial Driveway Standard Plate Library Entrance City of Monticello Date: Prate Na. 03-05 _ X103-15 5008 f Where the flow DF ,voter is w sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stips porullel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or will of sod which becomes displaced or damaged due to lock of protection or proper core" Title: Standard Plate Library Sod Placement City of Monticello Dow. 03-07 PWte Na. _ ReYte°d:03-15 6010 J o. oR s' N arca v cur• r cvtcxEiE xuLl[ aR IRrIM-pllS PATH AIE I.meAnracA PRESEKr rEw ,ETmus IFooFi ar ".Tarr - sow P NP ro eG I16,wm pN PAw.ea ouxl. A•rrP a.d,-FRT OTT PlAw @`IVWW ruaGE 0 -STING 46 umm Eu,Ew irlc 1Z eMry UE (Tre31Im GRA*) RKN TEEAIW K MS fel9ao ° Nor Me 3 N1iRsCF F 2'- F• AS REOUKO i ,r FSEY [U "e} 22[555 ' pwERR Br 3' DEEP eT J Y 't r YsibR or;R ,, sRE wLL E Bax APM Ew �-L/2- LAEW €E MFw s'ROIEETnE pOAiNC As "� APPRWEp EIXPL BTC TEE 2 ER RODS rN0 EE pr aAIERM,Fr TO NAAKNE TY: R005 FRpI YAL1L Title: Standard Plate Library Typical Hydrant Installation City of Monticello Date: Plate Na. 03-05 Revised:03-15 2001 J 6 CA5PN0 ACUITSTIIIp RINGS E' YW - 12• [Mk STANDARD FRpuE $ CWER a ROADWAY SURFACE 0� WPI SEE M -DOT SSANDIRD PLATE 402D rex F pR[cTm ar Ex R J FOR COVER REQUIREMENTS r ~ , • ' ' ;, • :: •' WALL CONSTRLICTRRJ SM L BE CLAS$ II _ PRECAST PIPE, exCEPr 413- im A ur BE _ x�. -6• CAST-IM^PLACE r �, [l ASTM C 478 COkCRETE P,PE. SEE WDOT STANDARD PLATE 3000 (ND TONWE OR CROO.E AT TOP g CONCRETE ti\ ! OR 631MM OF TN5 SECT"CESF-IN-PLACE Ci%YCRETE CR MRSQfIRr Go - n0N i' TO 19' CK 8R`oW AULMD "Ry ifMOYE rENCIXEEvR PRD 333 13'1 CONCRETE DOCIICLISE REQUIRED UN aUTBIDE AND wSM DF STRUCTURE Ham AND PIPE CONNECTION 4 T]� )? ,. HKE 10 IIT f0 Nln[ A 4c°lH 03-05 STRUCTURE, Revised: 013 B- POURED CONCRETE DOSE. FOR ALIERHAM PRECAST CONCRETE if RASE. SEE NOW STANDARD PLATE fa„ (MdaiFY OW4ETER AND 2' RASED AREA TO FR REQUIRED DAAETER. 9EW NvetOA[S Aaa,m IN DPNEb1'r°., ARA3 K COrrSTxUA�ET AN CI) REFER TO STANDARD PLANS FOR HeiNiT AND Ea 4IMMR RCQUIRLO. � gp� MANHOLE STEPS SMALLE CAST DR SAA MODEL PS -I -PF B _ Xm Slope nxay from24' (6y MA wOUSTRML INC,) CDNFQRNSWF ONG TO Ail, OSHA REGULATIONS AND SPACED 16' W. Plate Library' `Jl UMXMVM STEEL REINFORCEIAENT A�Nnlard Manhole City of Monticello [ZJ EQVNALEM STEEL AREA IN MME MESH wy BE usm PLASTEREp 0R GENERIC OND CONS FOR IMO CONCRETE APPLY TO FIRIL% AND CONCRETE INAiDIrRY UNIT uTcN ExrER aR u BASIN BASw -`O fl CONSTRUCTION AL50, EXCEPT A.5 7gTF➢. sEWER BRICK (MIDOT SPEC 36W BLOCK {6, l2' MINIMUM FOR PRECAST, 3 BRICKS OR NAS)IyFy COHSTM1CMk I BLOCK uniT UM FOR MASONRY COMUCTION 0 REINFORCEMENT AS PER MnDD1 SPEC 53011. GRADE 60. gla Title: Standard Manhole for Standard Plate Library Storm Sewer City of Monticello Data: Pkft No. 03-05 -- a =f 4001 ___ Reweed:03-15 °API OR PLAN VIEW OF PERPENDICULAR RAMP CUAF A/O /iRTd jk S' r r' xawe[z a aA5E141AElpR-� -, .. L..rl?-'. DOME SECTION SECTION SECTION A -A Pi APPROX. P.I. 1316• e� 6' a ]0:1 SLOPE 6' e' t I I�eplN r" s .,-r 3164 " P.I. DOME SPACING• -,R1 $LOPE✓- t11H. 9:1 StOP[- _ NOTES: l_EYATIQN _OF RAMP [] NO ora PxErpR"EO JGfI ralFA W.iFAk, AALRO M 2IS ®NOLEN FaSD0.[. tYlOMlO[ A aF vxiN °r E KO .• O' WaE . K ort PeSKK RwP. A ONCI[r fur • A1QN xl; ALLOA wi4CACHNn ro NwGR ARpIr- WE PERSTRAr nA11P, EIO slaPNa Slpt GwMf[f& fA OTTER O&SYRULEIoi6 NE r.AoA[a N MC RwP cH PATH aF iwf[l RE 0 n rt RwrA eKKK rS fpr .eE oboe, FOR TM0 PGo[srlaw mNss .oro A 16• ulNwc 9EIK{T11 r14u, THE P[OESrRW Cpp^°yN0 AN[L � Oal TIC "LPW AT SrRtln LEAR © NICD TK orucE "NMS trA" ico O 5% AT iii a OF CURB. 1 N W KrCOTA60E KxANwG I rsT 6 A PALGUT AAI.FOa� MC OURS Lori f>E HYD FORIIEo TO FIA mE OTR. 1,raA Kd/rt0 TSUNCATEO EA,uE ARTA OPLL BE x' 0- Mw, eF pq[LEAR d iRvtEi ab sora Gxr[m Ire Foy, Rqw of TEE cuRe ROUP. '� tHE P/N 3 CUTER TrWAA10, RRm K PAA FOR rs [rrEER rEEt v OOErrTaETE C1Re ANp PIETW. nlE ROESima RAW •W.A xAi K RAe TOR ON A PFR [rot ora E rRUEr^.MW OOUE ARES AWA K Cw6efAC0 wCA[nrrL la M PEIYSIRR,I Rl,b. ,ALJ WTL>� re;LXr 0E'rEcFA KAIFHN0 Suf[I sfPAA K w COTPAuwL'E NTH WE AIVERCNFS Milt O6Ee0ITrIES rLT SSPIR n A? 6[T[ttraAT wrroe,a YAKf4 TAEMACiuRe W NNIpuER ARCf61 IC PAOd,cTs Si- K uam RA, WE 0.100AL COLpwO. f0 fr615AOE A SWRLAY coo F*&W sFFUY to IIID WARY Pedestrian Standard Plate library for Curb Ramp the City of Monticello Date: 03-05 PI to No RevGeed: 5009 02-06 T ■ :T I I ■ • ■ I �`I 40 I • • a' Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date:- Pete N0. _ 03-08 e 6011 Revised '03-15 -15 EMSSY AICA WITME - 4-010 LEST TIeN S' li � �rLE 6•r a' . r nK% EL•a 1Nre W a e- s oIaM, N 3% Erem FSASTL row DR AFPR0IER Ea� .5E m s7Y1 1' SbrOTH SE rA0 etwlt NSF ETRE: N3WArKw KQJM D FOR W nIW Ae nrR LESS ,wM S' COwR B OR 95•F ARErs Twp 6' VOTER UNDER FwYID ;ARrr - Standard Plate Library Detail AA, City of Monticello Dao,: Pw6e Na 03-05 Revrsea:03-15 2004 BITUMINOUS TRAIL DESIGN a - PATHWAY WIDTH 10 It © -- SHOULDER WIDTH 1 R MIN, s a � :�R-`� odAlK IRAnNc txa, Ixa IMpcxm, PRt:vpSCO ST0E0l 1TPER TC- SRECE CRAA,L,w 6CaROrI r Wr"Mu x Rr+ rrc Rc c6rprcT �\ 0� WPI SIANOWO CAS1N0 - NEENNE 1 -30/I -N rex F pR[cTm ar Ex R \ 4e BOt05 T. TRK OMIsiRUCina you w AEpamAECE KT,H TaE T_ [11T+1c'i] EKST RECEMr Epr4N v THE Cm OF uONrRSLIO OBtWR 9PCCE10MlwFi Afp SirNO N OFrK RNRS e- 2. DOS " RrFE4 SNMl K 01110 RJC LR NEM A11lrATFa Dow Aw col Ta roA INooI[EErt.rrs IR . CN ]. MODEn' t1MIACNO, BASF. AID sAeaaaC efxs S0,S daTCr[0 AaRnAAn TIO naaeaE USE FAwES "s Title: Standard Plate Library Typical Trail Section Ham CG K ETE CATCH 9APN uAIHRE 4 T]� )? ,. HKE 10 IIT f0 Nln[ A 4c°lH 03-05 FF Revised: 013 I� if rnECN,`i CoN, IN A[OoOPt.nf R11N W/00r V-00 Puff .wet E OASDMC 5WRa K t[QYw M.G,CN 9EW NvetOA[S Aaa,m IN DPNEb1'r°., ARA3 K COrrSTxUA�ET AN GOOEMAK ,OP Sub MRH A 97• 110UND OPINING. INE O IIN6 LVAL K NEON x -3500 -Ar Ea TRU: � gp� IS __.5 21 _ Xm Slope nxay from24' Catch Basin Plate Library' {• A�Nnlard Manhole City of Monticello Date: Grode PLAN 03-05 Port. N0. - e -Re'deed203-15 41703 - a Construction Entrance City of Monticello Date: Plate No, 06-14 Rewsed:03-15 6002 gla r� $_______ 5D-- ___ 2 O � � 5 n• o G R ' EJ. g m a a_ _41 - TWIT: Plate Library Riprap Detail AStandard City of Monticello Dat6 Pate N,: 03-05 _ X03-15 4009 BITUMINOUS TRAIL DESIGN a - PATHWAY WIDTH 10 It © -- SHOULDER WIDTH 1 R MIN, s a � :�R-`� odAlK IRAnNc txa, Ixa IMpcxm, PRt:vpSCO ST0E0l 1TPER TC- SRECE CRAA,L,w 6CaROrI r Wr"Mu x Rr+ rrc Rc c6rprcT �\ 0� WPI SIANOWO CAS1N0 - NEENNE 1 -30/I -N rex F pR[cTm ar Ex R \ 4e BOt05 T. TRK OMIsiRUCina you w AEpamAECE KT,H TaE T_ [11T+1c'i] EKST RECEMr Epr4N v THE Cm OF uONrRSLIO OBtWR 9PCCE10MlwFi Afp SirNO N OFrK RNRS e- 2. DOS " RrFE4 SNMl K 01110 RJC LR NEM A11lrATFa Dow Aw col Ta roA INooI[EErt.rrs IR . CN ]. MODEn' t1MIACNO, BASF. AID sAeaaaC efxs S0,S daTCr[0 AaRnAAn TIO naaeaE USE FAwES E'A S5 Title: Standard Plate Library Typical Trail Section Ham CG K ETE CATCH 9APN uAIHRE City of Monticello Date Plot* No. - ,. HKE 10 IIT f0 Nln[ A 4c°lH 03-05 rAVR ro ourLEr- Revised: 013 :• ,0 BE IOCAtm 'rAERr 03-15 Title: Standard Plate Library Watermain Offset City of Monticello Date: 03_05TPkftN0.Rrvlaed:2DD5 A - P A _ >3 f/a µ' nam Inn fRM.E MIn dam em _ MEENVI NO. R_3D - - PLAN -,• OdCRETC LOu.tA SeOALU slElfw stwN, ^ILIO n2 IXN& ME OM ,HE PLATS lNSE BEi,I ppwE•sFn o.Tr aFi1, oi31 1 DEMIEpM E pErAI, 50031 sr FINISH -- :3 ~- 4- CONCRETE COLu'R Nm SECTION A -A fatty! 0 7A a' M Y cONoPPi Loum ARgW ExREA Irrt CAEINO 10 1K Px[CNS, SEC" AM CATCH at� S LOCARO H OTR R-36OT 5 SN4A BE TPE ExAOT E'E N H. ,HE [ASSRra 31ru NFIFI"r SSOe-Ax. T{tle: Standard Plate Library Standard City of Monticello Catch Basin Do 0PNo 3-05 orte '03-15 4002 �. Is 91 § Lt R W � o iqg ll� 11g n ` ig ; K s H IT i G�o q5a g A CILL TO I:OPrMI SAAR ONE t,' 0004 SMP 41RmA Ep A ,.KNw D e HAA TSAR W P[Rrala-C ANY IXFIVATAk. Title: Residential Building Standard Plate Library Erosion Control City {}f Monticello nate: 03_05 Plata No. - RaYiliee:a3-t5 6006 1 1.0 �1.0� 3/4TT 3/4„ Per ft nor ft n PLAN PRt:vpSCO ST0E0l 1TPER Rf RK �\ LY 2o' utSyIATICFr nM eo. SIANOWO CAS1N0 - NEENNE 1 -30/I -N SCE PUTT 2006 \ 4e BOt05 FOR OEUE,s T_ [11T+1c'i] -I I -I I -III -III -III e- G"texlile fpDri[ 5ECTIOH A -R IR eI,F>iN.l FAwES E'A S5 P � ASMIYt E WUO R s[RrcTURE ACiET ' P Ham CG K ETE CATCH 9APN uAIHRE PRpApETC RppS Frsa" EWO TO KRO. PPC Anis .v,.I a' 6A age AWA BE RESTxNrW E Roos. Title: Standard Plate Library Watermain Offset City of Monticello Date: 03_05TPkftN0.Rrvlaed:2DD5 A - P A _ >3 f/a µ' nam Inn fRM.E MIn dam em _ MEENVI NO. R_3D - - PLAN -,• OdCRETC LOu.tA SeOALU slElfw stwN, ^ILIO n2 IXN& ME OM ,HE PLATS lNSE BEi,I ppwE•sFn o.Tr aFi1, oi31 1 DEMIEpM E pErAI, 50031 sr FINISH -- :3 ~- 4- CONCRETE COLu'R Nm SECTION A -A fatty! 0 7A a' M Y cONoPPi Loum ARgW ExREA Irrt CAEINO 10 1K Px[CNS, SEC" AM CATCH at� S LOCARO H OTR R-36OT 5 SN4A BE TPE ExAOT E'E N H. ,HE [ASSRra 31ru NFIFI"r SSOe-Ax. T{tle: Standard Plate Library Standard City of Monticello Catch Basin Do 0PNo 3-05 orte '03-15 4002 �. Is 91 § Lt R W � o iqg ll� 11g n ` ig ; K s H IT i G�o q5a g A CILL TO I:OPrMI SAAR ONE t,' 0004 SMP 41RmA Ep A ,.KNw D e HAA TSAR W P[Rrala-C ANY IXFIVATAk. Title: Residential Building Standard Plate Library Erosion Control City {}f Monticello nate: 03_05 Plata No. - RaYiliee:a3-t5 6006 1 1.0 �1.0� 3/4TT 3/4„ Per ft nor ft n PLAN SPWEB240B MnDOT SPEC 2360 f.ASFFEG TO K SEI OTW CAP& INun Fq F: F,m [uTffi Sox TOO.' CUTTER.EIE3Niim SIANOWO CAS1N0 - NEENNE 1 -30/I -N NCS 6" CLASS V AGGREGATE BASE 44'GJ.1. - rIA N,ni LOuCRGR �1 MNFdE 00,131a u4ed. te -I I -I I -III -III -III Original G"texlile fpDri[ 5ECTIOH A -R cOxdOEIE (KIG sG REd (not iv scale) �r4°N-EF'� amtEEcr°� E'A S5 ABOVE LISTED SPECIFICATIONS ASMIYt E WUO R s[RrcTURE ACiET .- - Rf5•PIPE CG K ETE CATCH 9APN uAIHRE rNe &AY 10 K O)EIns ,wE 4]]e OR Ar-RO+E➢ EOWL ,. HKE 10 IIT f0 Nln[ A 4c°lH } rAVR ro ourLEr- sEGTIDN :• ,0 BE IOCAtm 'rAERr GEOn BA_+M RPntnLS NOXMM w GJ SPACES 5 L K CORSERAK[ED Or rnECN,`i CoN, IN A[OoOPt.nf R11N W/00r V-00 Puff .wet E OASDMC 5WRa K t[QYw M.G,CN 9EW NvetOA[S Aaa,m IN DPNEb1'r°., ARA3 K COrrSTxUA�ET AN GOOEMAK ,OP Sub MRH A 97• 110UND OPINING. INE O IIN6 LVAL K NEON x -3500 -Ar Ea TRU: z N 2E' min. IS __.5 21 _ Xm Slope nxay from24' Catch Basin Plate Library' 0 A�Nnlard Manhole City of Monticello Date: Grode PLAN 03-05 Port. N0. - e -Re'deed203-15 41703 - a Construction Entrance EITISTINC. CURB DvERrLOW IS 1f OF WE CURB BOk HEICHT P1&H WMCO RWD DRAW CL -23• NIGH FLOW INLET PRaTECnpN CURB AND OIFITER MODEL [FR rCTOR PLATE OR CITY APPROVED EQUAL -1 VUOW IS Yi OF THE CURE BOa NpQNr aA[Rrl_aW AT ,OP or E FILTER AMEmBLY DIAMETER. ASSEMBLT DIAMETER, a' oN-CfSAl1E fa- AT Low POINT H,cR..rLaM FALelIc • FOR THE NEW R -329D -VB STANDARD GASTWC, INSTALL WIMCd READ DEAN CG -3290 OR CITY APPROVED E011AL Tlthn Inlet Protection AStandard Plate Library Catch Basin Insert City of Monticello Data: 03-07 Pfate No. R°"°ed103-t5 6004 CROSS -GUTTER SLOPE DETAIL WITH HEAVY DUTY CONCRETE PAVEMENT SECTION '/ W'IGtG "/V/ 1W 1G1GiC/W GRASS TURF SEEDING AS APPROPRIATE FOR BASIN 3:1 MAX SIDE SLOPE MOTE: YIu AND OAERUr Au pF,IVATKYr rALVA THC EIMDS OF 1-17 A AND ry 1 SHr4l 6E M Fwloar . Au Am uvaAY SNRT fora PucE FIe r[rR Fou°wrc F: wvAfos aaa«,rss 2. ALL AREAS SHALL KIraao'a/x' 3. ori lei nn artRAr sora DE rR,c6 ,HE RA,H OF FHE nuvATlorf NGapREo naw EN:,f Door e< TNG swwATEY[ EnRls ALL Ma r.O OVERLAY 9+NL BE FRO" CErrrERLPK Or ROV TO WE FRC4n EDGE OF CVRB WLisa vnw ATNw r+#A GDR]taRE; TRIO WE OPPOSITE L & OF Tarr . TMG ,HG - " at , S- IRLi ,HE Fu , Karo Or IW SSAER 1 MEED AREA AIN2. K PERPDIMC"We `0 TIC CENTERUI OF TIE STREET IL F s 9R Mare EIEWA,W TAF ,. aOnM w ONE aa[a<, ,RE .,Or Sloe Lsru K A. ,1n AND va&A,m Ri O. w �_CURB' uIIE EXCAVA'10N AREA E -L AND *4AI.AY� CENTFAuNE ROAD r WCVF LIT BASE E' FROM E%CAWEIOM EDGE l SAWCLff BTT YIEAa 2' FROM E_%CAYAl10N LODE CORE, umF - - .O. - - - - - - - - RW Eine w1CH ,Er o0s7PI a emAmuls NOSE ORA,SE ,MClO[ESS a vlraA nF Denwc EPurMws MF QmN TrEcnrIL55 ..- W FGAnnrG r ENE FAG sn K w D AND WERIAr Fou KPTE SIxc1R Or SII-OUS &ASG 6 KOUW0 T• ARWND CROAVATCN ONE ruy, To— sAAe»E or 6xMurou• IT R NPgAAp a, rAOERO boFaGE 444BIT wmN COURSE BIT HARE COARSE: - = CATS 5 p ,on STANDARD III=i II1=II -- - -- _ 951: STANaARD PROCTUR III -I I I I- I- II I - ° 9LOPES ro EY3STwG un -III -I -1 III -III Title: Utility Excavation in Streets Standard Plate Library that are Less than 5 Years Old City of Monticello Data: Pkft Na 03-08 7007 Orow poEt;s] M"DOr Class CA -i5 SPWEB240B MnDOT SPEC 2360 or CA -25 RIPFOP Redding Original Gevtextile �- -r_,af t�7 eTces�s rohric grade ,_�•� !� SECAON B_R {n9t to scale] 6" CLASS V AGGREGATE BASE Ribbed o, Corrugated steel plates -I I -I I -III -III -III Original G"texlile fpDri[ 5ECTIOH A -R grade (not iv scale) PAVEMENT NOTES= ABOVE LISTED SPECIFICATIONS Chun runoff to sediment Sedimenj Trapping Device trapping device L0 0 U Riphed u Corrugated steel plates } m m O o �Y p O Ea m z N 2E' min. IS __.5 21 _ Xm Slope nxay from24' _ --'r AAA highway 50' min. 0 Match �• Or Right of � way Existing FILE Grode PLAN 00640 Title; Commercial Gravel Standard Plate Library Construction Entrance City of Monticello Date: Plate No, 06-14 Rewsed:03-15 6002 1 1/2" BITUMINOUS WEAR COURSE IWDTH VARIES �� s 3:1 MAX SIDE SLOPE % u. ♦ Ine .. s IT• - ITA .. J -e- - T� I I I I �I•I•I•I-I•I•I•I-1� I L I I I•I•I•I-I•I•I• -1.41 y UNDISTURBED AND/OR UNCOMPACTED INSITU SOIL 1' DEPTH AMMENDED SOIL MEDIUM; SEE GENERAL NOTES ITEM 7. TYPICAL INFILTRATION BASIN CROSS-SECTION NOT TO SCALE INFILTRATION BASIN GENERAL NOTES: 1) INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH MnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. 2) INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR WATERBODIES. 3) IF THE STORM WATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY SEDIMENT BASIN, GRADE THE BMP TO WITHIN 12" ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE ISSTABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE CONSTRUCTION OF THE INFILTRATION BASIN. 4) GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED, 5) EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6) IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE REMOVED FROM THE INFILTRATION BASIN PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. THIS IS ESPECIALLY IMPORTANT IF THE INFILTRATION BASIN HAS BEEN DESIGNED TO INFILTRATE STORM WATER: SEDIMENT THAT HAS BEEN WASHED INTO THE INFILTRATION BASIN DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. 7) INFILTRATION BASINS SHALL BE OVER -EXCAVATED TO SPECIFIED DEPTH AND FILLED WITH A WELL BLENDED MIXTURE OF 70%-80% SEMI -COURSE WASHED SAND; 20%-30% MnDOT GRADE 2 COMPOST. 8) INFILTRATION BASIN TO BE SEEDED WITH MNDOT SEED MIX 33-262 OR APPROVED EQUAL. SEEDING SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, PLANTING SPECIFICATION 3876, 2005 EDITION. 9) PORTIONS OF INFILTRATION BASINS TO BE SEEDED SHALL BE SECURED WITH MNDOT CATEGORY 3 EROSION CONTROL BLANKET, COCONUT FIBER. MNDOT SPEC 3885. EROSION CONTROL BLANKET TO BE SECURED TO GROUND SURFACE. 10) SEEDING AND INSTALLATION OF ANY EROSION CONTROL BLANKET NECESSARY SHALL BE COMPLETED WITHIN SEVEN DAYS (7) DAYS OF FINAL GRADING. 48" a i 8" U STEEL POST FILLED WITH CONCRETE PAINTED YELLOW FINISH SURFACE GUARD POST BOLLARD DETAIL SPWEB240B MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE u SPNWB230B MnDOT SPEC 2360 6" CLASS V AGGREGATE BASE MnDOT SPEC 3138 -I I -I I -III -III -III SUBGRADE PREPARATION TOP � � 6" TO PASS PROOF ROLL BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS % u. ♦ Ine .. s IT• - ITA .. J -e- - T� I I I I �I•I•I•I-I•I•I•I-1� I L I I I•I•I•I-I•I•I• -1.41 y UNDISTURBED AND/OR UNCOMPACTED INSITU SOIL 1' DEPTH AMMENDED SOIL MEDIUM; SEE GENERAL NOTES ITEM 7. TYPICAL INFILTRATION BASIN CROSS-SECTION NOT TO SCALE INFILTRATION BASIN GENERAL NOTES: 1) INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH MnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. 2) INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR WATERBODIES. 3) IF THE STORM WATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY SEDIMENT BASIN, GRADE THE BMP TO WITHIN 12" ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE ISSTABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE CONSTRUCTION OF THE INFILTRATION BASIN. 4) GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED, 5) EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6) IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE REMOVED FROM THE INFILTRATION BASIN PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. THIS IS ESPECIALLY IMPORTANT IF THE INFILTRATION BASIN HAS BEEN DESIGNED TO INFILTRATE STORM WATER: SEDIMENT THAT HAS BEEN WASHED INTO THE INFILTRATION BASIN DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. 7) INFILTRATION BASINS SHALL BE OVER -EXCAVATED TO SPECIFIED DEPTH AND FILLED WITH A WELL BLENDED MIXTURE OF 70%-80% SEMI -COURSE WASHED SAND; 20%-30% MnDOT GRADE 2 COMPOST. 8) INFILTRATION BASIN TO BE SEEDED WITH MNDOT SEED MIX 33-262 OR APPROVED EQUAL. SEEDING SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, PLANTING SPECIFICATION 3876, 2005 EDITION. 9) PORTIONS OF INFILTRATION BASINS TO BE SEEDED SHALL BE SECURED WITH MNDOT CATEGORY 3 EROSION CONTROL BLANKET, COCONUT FIBER. MNDOT SPEC 3885. EROSION CONTROL BLANKET TO BE SECURED TO GROUND SURFACE. 10) SEEDING AND INSTALLATION OF ANY EROSION CONTROL BLANKET NECESSARY SHALL BE COMPLETED WITHIN SEVEN DAYS (7) DAYS OF FINAL GRADING. 48" a i 8" U STEEL POST FILLED WITH CONCRETE PAINTED YELLOW FINISH SURFACE GUARD POST BOLLARD DETAIL 1811 00 �- WHITE ON BLUE T PARKING BY DISABLED PERMIT ONLY T TDWANAOY20NE�-BLACK ON WHITE FINE UP TO $250.00 W/ 1.511 LETTERS V HANDICAP SIGN L W y '-THIS SIGN TYP @ EACH O O mN t, 3 Nt,HANDICAP PARKING SPACE CC \311 GALVANIZED STEEL POLE -0 to,w _I FINISH GRADE O 'z1 CC z \ W . I I • CONCRETE a is - LU 'O'AA Q C? to N A\ � � O O L c� Ler �r �r Co a O 1'-011 M L I " 0) HANDICAP SIGN O M CO a 4" CONCRETE PAVEMENT I: MNDOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.2B -I � I -III -III -III -III III -I I I =1 I -I I -I I -III -III -III SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.0 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - SIDEWALK 6" CONCRETE PAVEMENT '' •' r " I WITH REINFORCEMENT; A SEE DETAIL 6" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 -I � I -III -III -III -III -III -I � I =1 I -I I -I I -III -III -III SUBGRADE PREPARATION TOP -III-III-III=1 I I=1 I I 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN CL 0 00 L•� ` I + Nt) C� C I p t0O E o c metol o C3 L O Z W L I O� ��-6 rn �o �Wtox IQ) utZi E m m �o � � WEA ITnOcoi�U c oA c ~ I W°CL ai 3 4 j�� ►� a0 O o aci O V z 0C rTr�rr/tr C W /' to Lta 1tV''L U O O D L Q \ O •I�.rCjj � y O N O Z Q z 0 T � L0 0 U N m m O � m p O � 1 I U O O 0 o a v FILE NO. 00640 1811 00 �- WHITE ON BLUE T PARKING BY DISABLED PERMIT ONLY T TDWANAOY20NE�-BLACK ON WHITE FINE UP TO $250.00 W/ 1.511 LETTERS V HANDICAP SIGN L W y '-THIS SIGN TYP @ EACH O O mN t, 3 Nt,HANDICAP PARKING SPACE CC \311 GALVANIZED STEEL POLE -0 to,w _I FINISH GRADE O 'z1 CC z \ W . I I • CONCRETE a is - LU 'O'AA Q C? to N A\ � � O O L c� Ler �r �r Co a O 1'-011 M L I " 0) HANDICAP SIGN O M CO a 4" CONCRETE PAVEMENT I: MNDOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.2B -I � I -III -III -III -III III -I I I =1 I -I I -I I -III -III -III SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.0 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - SIDEWALK 6" CONCRETE PAVEMENT '' •' r " I WITH REINFORCEMENT; A SEE DETAIL 6" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 -I � I -III -III -III -III -III -I � I =1 I -I I -I I -III -III -III SUBGRADE PREPARATION TOP -III-III-III=1 I I=1 I I 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN CL 0 00 L•� ` I + Nt) C� C I p t0O E o c metol o C3 L O Z W L I O� ��-6 rn �o �Wtox IQ) utZi E m m �o � � WEA ITnOcoi�U c oA c ~ I W°CL ai 3 4 j�� ►� a0 O o aci O V z 0C rTr�rr/tr C W /' to Lta 1tV''L U O O D L Q \ O •I�.rCjj � y O N O Z Q z 0 L0 N m m O � m W Q � v 0 o a v FILE NO. 00640 • Details 127 I 0 30 60 90 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: TAYLOR LAND SURVEYING PO BOX 179 MONTICELLO, MN 55362 BENCHMARK: TOP OF PK NAIL IN BITUMINOUS WALK NEAR NW LOT CORNER. ELEV=956.30 PROJECT LOCATION PART OF THE SE4 AND SE41 SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1 1 , BLOCK 4, GROVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. D PROJECT PHASING TIMELINE PHASE 1 2017-2018 WORK TO INCLUDE: MASS GRADE PHASE 1 -4 AREAS INSTALL BUILDINGS 1, 2, 3, 4, 5, 6, AND 7 INSTALL WATER, AND STORM SEWER ON PHASE 1 AREA 956 �---- INSTALL STORM WATER MANAGEMENT BASINS -J INSTALL TEMPORARY 4" DEPTH TOPSOIL AND ESTABLISH TEMPORARY TURF CB WITHIN PHASE 2-4 LIMITS \•�•�' %~\" TR. MH \ �� INSTALL CONCRETE CURB AND PAVEMENT IMPROVEMENTS WITHIN PHASE 1 LIMITS ��•,•956.' 9;, 6", INSTALL PERMANENT 6 DEPTH TOPSOIL, LANDSCAPE PLANTINGS, AND ESTABLISH _U ' PERMANENT TURF WITHIN PHASE 1 LIMITS )6.3 '\Gv'�' 0955/.7•�'�.� "�••�y ��,� INSTALL IRRIGATION SYSTEM �••�y INSTALL FENCE ON PHASE 1-4 AREAS BY SEPTEMBER 15, 2018 BST l7iq�� G CB ' • _9_55.1 • " 956.6 STR. MSI- \� •�.,954.o,,\�yNy -954 �. \ PHASE 2 2019-2020 WORK TO INCLUDE: 956' UT42 " 960REMOVE TEMPORARY TURF AND TEMPORARY TOPSOIL WITHIN PHASE 2 LIMITS aF- /�- aF �� ,=�"� %'\,"\ INSTALL BUILDINGS 8, 9, 10, AND 1 1 ; -14A INSTALL STORM SEWER WITHIN PHASE 2 LIMITS /7 6/`��'� \ .•�. may \\ 961'.. •: ' INSTALL CONCRETE CURB AND PAVEMENT IMPROVEMENTS WITHIN PHASE 2 LIMITS \\\\�� ' �� \ \\'�� \'\ •\'� "\"� \\ INSTALL PERMANENT 6" DEPTH TOPSOIL, LANDSCAPE PLANTINGS, AND ESTABLISH Ise qs,. �• " \� PERMANENT TURF WITHIN PHASE 2 LIMITS ss ` CHELSEA ROAD BOULEVARD g 96° 999 6 ` PLANTINGS AND FENCE TO `\\ `96, �\ \ \ STIR INSTALLED BY o * •SEPTEMBER 15 2018 goti _ ° _ s .\ y\ II --\ PHASE 3 2020-2021 WORK TO INCLUDE: \ REMOVE TEMPORARY TURF AND TEMPORARY TOPSOIL WITH PHASE 3 LIMITS 960-6C)o LP `- 952.3 `�\ \ INSTALL BUILDINGS 12, 13, 14, AND 15 N\o G "\ '\.� y\" INSTALL WATER, FIRE HYDRANT, AND STORM SEWER WITHIN PHASE 3 AND 4 LIMITS , ° 60 9 9 ____� \y \ INSTALL CONCRETE CURB AND PAVEMENT IMPROVEMENTS WITHIN PHASE 3 LIMITS �\ �\ INSTALL PERMANENT 6 DEPTH TOPSOIL, LANDSCAPE PLANTINGS, AND ESTABLISH V / �, ♦ � ;. \ � PERMANENT TURF WITHIN PHASE 3 LIMITS. 6n To x 959.60 9s \�\ \ \ TC \\ ,g �° U y \\\ \ �°' 951.5 96, 02 �6 go\ goo \9;v„ \\\ \\\®\ 950.6 PHASE 4 2021-2022 WORK TO INCLUDE: ' " g G 6°� ��\ \ �\ REMOVE TEMPORARY TURF AND TEMPORARY TOPSOIL WITH PHASE 4 LIMITS / ;; 961.00 \\\� J �\ �9 '501` S •958.6° s� �� \ y INSTALL BUILDINGS 16 AND 17 �j0 \� y ��' � \ �,, FLAW. ELEV. = 949.9 '\ ,�„ s 9 a \ INSTALL CONCRETE CURB AND PAVEMENT IMPROVEMENTS WITHIN PHASE 4 LIMITS �j g5g i � SR�'� / Tw 95 0 950.�GV � �\ \ FENCE TO BE INSTALLED g6110 oo '_ c6 INSTALL PERMANENT 6" DEPTH TOPSOIL, LANDSCAPE PLANTINGS, AND ESTABLISH BY SEPTEMBER 15, 2018 % 0606° g0� O\� G'\ g g5g , ; 6 , s� ' \ BW 952\\ 5 �,, PERMANENT TURF WITHIN PHASE 4 LIMITS /\ +/ rr'\ 25 0 O� \\ LE BW 90957-60 52.y R �VIH / ; , � o,•NQ1 / \`:. �C TW 952.0 \ BW 951.5 MARKET CONDITIONS MAY RESULT IN MODIFICATION OF 961.1 PHASING TIMELINE AND PHASING OF SITE IMPROVEMENTS. 8S% A 25 O\ \'11 �\ _ - - g� �' g� /' L s; TW 953.5 /' ri 959.75 x 6 01) 5O \\\i ��\ C /' +'i' / ,� ` BW 953.0 l ri 9 0 , �� Jg a\J 00 / / , // / `. g°` BTW 954.5 ^W 953.0 I �' co ,� �' \% --�,'/ 56.60 �A W 953.0 / AhR 14 959 vv 0� ` 5g g`b g� \ ` \ l HJT \ l rr 60 x y rn J g / GI g / ' TW 951.0 ` \ \'A 9S9 �5�? i /'\��x j1 g5� 5 BW 950.5 IB ` (�I \\ a " �C v 1 I �� I 0� ` / 1 N ETW 953.5 + \ � p / ii 9h/ g ZJ .60 x y ° / gh / I I \O S \`�`�� W 950.5 y\ .955.60 �\__ 000111\ `:. TW 951.0 `9 1 9 g 8 A�� r � �3`S \ `�� / BW 950.5 V /l rr 1 g \y /M (�f1j r/ r G G� J� I ` � \/O\� �'� G \\ g�j� 5� 1`� 4 ,\ •\ \S\ \` 960 sso / ;; g o 0 + sox �° g \ ��, \ \ I \ - -- CHELSEA ROAD BOULEVARD /?s I; 6 60 0h6� \\ ° `\ \ \ PLANTINGS AND FENCE TO / g '\� g`'g / x 9S� 66 \ \\ `• 94 `\ \\\ \ x954.60 `\\� BE INSTALLED BY "I \\� SEPTEMBER 15, 2018 60\.0�� Or S\ a2J � \\ \\/Sl\ �\ \\ \ 6 / \ 9S9 \ Oj 9s _ 9 \ 10 h 5 , \ \ \ \ tin ,\ 952. ob '' \ G)� �O 0 \ 6 ) + / x953.60 9 \\ \ \�Zco \ g ��/' l�OCA``\`\ CQ , \\\ + <iC 95560x Q ^o//,/ /// G< gG)� obb J OOis' g56 0 __-_ gc�5 ' / / I �� °''?°6 �o I • O s \ _ _ `\ + / ��'�' 9h0 ---- - (1�(Q'(//' �` '' j •J� OJ � / \�\G ^� I p�� 5 6 Y6'----- \` '-/J/ 994.6°x r-_ hpK \ ��/M-C� \= Vi \`\ / �� \ •\. �\ \ \ 2011 6' 4511 5 g�0 /,_ ��Q /// \ X56°� g �° ,\I 95 1-10 0 \`5 o s "M \I �5L`? g`c \\�\ \ -0 LQ 9� \ \x �� \ s CP ` / s 6 (?Pb 41L i C.\ !� (��C 1 1\ \\\ \ /C \ FL6N \s L ELEV. = 9452 \` 9S`7 1 �� g5� \��\ GJ / ` hN g5 ' p. \ 0 g �� s4 •oo \ x 94EOF `\ \ I$ ti FIBER NET \ \\ \ 6 S V\ �1� \°' ` 5325 l�''� ^� e`�`1 g`' g5 g0 g� g \\ 9.so \ ` I y ANHOLE* OP 4P�� I \,/ --' �"/ nh / k6 I \ I \s G�HAl�TER 963.4 `\ �\ �s�\\';\ x hk°° i X25 /' SAN 9 �" / s S MH + ° 1 �� \ s? ' ' 946.2 i \ ST'IZ.,Ah 4S - `�' `\ / [�� / / \ y \ \\ \ o` ` \ \ h� 952 -N \, g52 q5 g°c /'r� \ 945.5 `\ /, P , V �/ ,'� SAN. MH\ \ Q / BERM GRADING AND \ ` �\ 9\ g 70 _ �g 94 ti h. ` / PLANTINGS TO BE ` \ \\ \SA51. ' \ / ��Q� O S� \ 9 �"� `," o 0 946.3 �� C • / \ INSTALLED AS PART OF g /♦ \\I oc0) Ng 9.b APHASE 1 IMPROVEMENTS 9Sk s R• ./ / �'r.J`i • / ov 91-0 .j951.4 \ cJ1 S, -i3A �s 9S i o '• 9h I I , 0 \` g g Ts \ I \ D 0 SO 951 -2 r fox �o�//�- > � -� �,. PLANTINGS AND FENCE TO ,/ \J � ' -1 BE INSTALLED AS PART OF .950 i/ /1' HYD. \ \ \ \ 1 \ , 949 \ \�s4s.3o �' °�PHASE 1 IMPROVEMENTS No g�� g� /, °p / 949 g49 p� --'- �� • / �I% -� \ / 1 `\ \\ `\ \ �\ 1 I \ ♦ / ,/ \ 94g•3p`\` g4� \`` �, j ��1' SAl'�MH 10x "co\` 948 „ 945.6 � p<? . / / / � 9 � 048-001 ~ v /iSOx Lo on \ ---- % 9 FO / s o'�6 /' 947.9$ '� / tt � � 94i r�-L Loo / /-� g48 9Rs i \� ` AV �, / /060 /,' / gNo 946.80 do z ,f \ 0 / x ' PLANTINGS AND FENCE TO L� i' / ----------- 01 --- \ /' --> BE INSTALLED AS PART OF ' LIGHT ,_%_------ �� PHASE 1 IMPROVEMENTS POI- -949.0 »/./" � .` �I.� __ 94B -- ' - / • SAN - O/ ,./ / • �,, cp- � 949J w/ INDEX OF CIVIL SITE DRAWINGS: C0 PROJECT LOCATION PLAN C1 SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 PHASING PLAN R Q ., \ 4 rr^^ vJ Q V� O � a�00 cuuu m O W p lv ti Occ mN 3 co -t N to No) (� co N z CC O y C oUW W W WFr z cc O 2 W A� co w O •o O W A t ` x I � mm 2 E ° ca I °co'- c Z co M L o I " I• M 0 0 3 R Q ., \ 4 rr^^ vJ Q O � a�00 N O m O W p lv ti Q 4.0 j W -t N No) (� co N O y C oUW W WFr ' �CoIo n -0- U °c O 2 e If) o �"j� •o W A t ` x I � mm 2 E ° I °co'- c �N 3 hi 4 j 0 0 3 0 � � J V) N s c c m O 3 a- o cp° R Q ., \ 4 rr^^ vJ Q N O m O W p lv ti Q W FILE NO. 00640 C9 Phasinq Plan 128 v y oar a SV�VE N PRp\1\DED 8�'. DR\IE� \N N� SVRVE�\NG P`I�gOX A � 9 MN 55362 K MpN�\CE\-\'0, N g\SUM\NpDs \NPS BENGNMPPK NP\CORNER -\pP OF W Lp� NEPR g56 30 E�Ev PRO J�G! 1 PND SE14 ?WA, 25, 1 JNE S NSN\P P OF 10 pw M\LANES SEGc\ON cool' SGR�P-��pN \NR\GNB E G `EG,p,L D SIN �X gL0 y\ \ON OAN. GROVE\ OpDNN ' M\N ' \NR\GNT /It I : I -N \ \ / I / ---------------- -954 L It It It 10 mG ui SS oc- a. SA . -.-4-.-,95► ,-. XIS 2551 ,E _ ; • m N 9 - 1 _ 5., D RA CURB _ CUT \ I CL T //�� \�'\ \♦\♦ ''� `y�y�y I \`� ; 'O 956. 1 1 4, y ----- \ 1 ; / 56 ,\ \.\5 952. \y / \� BI T. WALK t956.6 \\\ 9 1 ------------------------------------- \ \ II -_- ' i ' \ ♦ \ • lr�~\� `\. \\ _ fir'- --` -__ - s S�� ,�� -SING \ -�_ R,2 Z 0.F0.F0.F0.FaF0.F0.F0.F0.F0.FaF c -8 ;` MIC =-E- - - -0-F0.F0.FaF0.F0. _cLFa-'- -'�'� `i \' I\IC GFaFF0.FO.FaF0.F0.F0.F0.FO.F0.F O.f r c G F F ■ 1 \ /} 1 '\ J I It fi---------`-------- - - -__- 958 957___ 95 N I I / --------------g60 --i - _._ _960 It 959 0 955I'IYD RAN y _-__- O /0 �� ,_ T 6060OhO* at-� / _ n 9 / \ \ • y\ 9 - 9 i \ \ I 16�1 b1, _c �LE It 960 Soso x960.60 '; '/ \\\\\ \\ '\ \• i ' i \\ '00 / / ; ♦(� G (� / /' O ,/ ' ��` x959.60 9 •\\\ ��.`_/ \\\ ��/'9J,�.1\• t� i � \ "Wo \• �� i `♦ �C) \ CP v i' `� i' 58.60 -9SCp `y\�.\\S4Q/9 (' , 8 952•ya (`tN\• \+r' -- f' \\ C�O J \\\` O _soon of OHO ` J / / •----------------- ; -------------------------- I 1\ 0 r V �\ ,\ 6 /• i, `L / \ � __=[___________________ 1 -_ _---__--_- �\ _ 1 p��0 Ccow , / / 9S / ` \ . \ ,� • , - \ - ` .•�. �(� \ (p `� 957.60/ i 9s a`O \ / / / 961.80 l/ % , ' h0 •/��jJ 955 0 \ / \ 11 10 �� O G , /� /�� / - N ��• 6 g50.5 li ti R G It / ` `\ %' '� rr O i `- / - �__ --J - - i' 1,1956.60 ti`s \ / / \ • , �` ` \\ \` °61.70+ 1 \ O\ ✓ i \�,O -� J / l� , �O" -�-- // / 1 � \ / \ \ / XI� `\ • 11 ` '\ \J\ /�,�0 O h0' 1'✓ O / r / / ♦ \\ t 9r�3 11 \ t0 Q\ J '� '1� / / i �9 \ 1 `O 'f`I'I 0.5 • i RA I � 961.00` 0'Co\ ' O ` �, \��y\/\ // /% ////' / /'' i O ` ' ' / I 50.5 \ • \ ;/ 1 ' �O\\' �r CP OO `�\ �( N- / /' O/q�,/ / �(� i \ \ \ x 955.60; �OJ 0 i - Ji r Cj 1 i i / a ` / I S� \ I11 / _Qj D ` 960.25 � ' o, ` ' � O\ ' p n! / �, / I \ , °' ; ooh ; `�'�� \ , I \ - _ \' ------ ------- '' I \ OI,O� \�I /�\\\\ 'X' , \ x954.60 sem/ `�� \\ V t1 / / .\ •\• ,\ I 9�\ i 959.75 x !, ' ~ CPIt 0.85_ \\ ° co 9 \\ \• x- `� 961.1 I -i - x 9,59 -oma /' _ 1 l�' 40'\ -1 1 h - /\ \ O J( \N 952. '� tS`� ` I 1 959.60' `�` y\'♦\ rn ° '// - - \\ \\ O� \ i \ \``/ `\. S0. 9 \\ % • <O y \ xsg �C 2 y_J I ii �` 958.60 o r 1 \ (,� \ 1 \'� t 1f \ \ \ ' \ x 953. ' �►.� \ \ \ \ ` �/ \ It cp4 It n! ` 0 (^ / \ \ �' ,moo l � /' /F`` �Dc \\ ; /' ' s�, 09�,1,��0�, �� / \ • � y \ '� ' p� 957-60.`I \ \ o,'h �J i' l O �C 1 // \• \ \ `\ i 1 `/ Cp I + / , 4j `� ,' \ 0 , \ 4 / \ 4, i ii Ah 1 //-0 1 c \ pbh\\ 1 V/ f O� \`` ---- \ 960.75 �� OOO O� �� \\\ / O�� G_ ---i ------ - - -------i------ _ N /! �x� \ • � \ �' \I - / -�-�\ i l I - - A'95' `V _''----- //-- ham' �� \ - - - 1 � to 1 h 956.60 x °' 9 --i- u ��-- (`c�-- -------- 0 o,V x S6 ohh� I /pJh l , I 'J' _ _ O �Lo �' \ \�-o I l'� / �C' lq� / i O - - -- ----- ' ----"' i6+ \\ \ / • - -\ ------------- - " C i 960. ' o �" o ` °� I - , / / I �� \ h\� I s 9 \ 401 `O O \J r� c �'\ x ' -' / ., '\ `�• �ot O\ Jr\� (�` Oh 0` h� ,\ vJ `\ l / :i/ O ,\\ //// i' / �/O J� \ i' \ R`� `9Sl \\ \ :'\ ��` ' ov, \ \` 945 O �/ O+ O J + �\ O o�� !^�� 955.66 x s`SS rn /. - / ,\ n� o�� , \� O+ O `,A� V ham. / " J f /'� �'� �, 1. l' , \ 960.25 c `cj \ - / / �•�•�-' ' ' ' ' 11��,,�� , ,n\, Ir Ar,T \ 1 o/ \ \ \ J' ��O +'\ ('j -` �-_-_-_-_- \`O // p + _ / _ 1 �% ' G, \ /' \ EOF \ \, 1 \ f V+ iV 1g' / . O 0� / \ O Cp / ,t //"-'G ` / •• ^ \ / x 949.50 i / \ 5 ♦ , O ✓0 �O h^ ----- -' �� ' - --� Oli) // h'�• O��lI\\y\ D q / --r i ------- - rn `� / l �i V, ( 946.00 / / , / S E I t9 `" �,' � � � � � jr /"- 'i ' /' � � / \ / � \\� ^.�- � , \ \\ / / ` ` / S 5 r\ 94 i( N\ \ O P\" / / -- �j'\ --' � /' \` M / / / /' o `Dc . i � V /�.�`� i pc� \ ' / � (• 5 \ / /�/ `\ P R T I J D(\ O /' / '�l // r y\ � �G�� ' I � I Z .` o t� , ( 954.60 x / M O , / tx / \ DR A i 96'1 ^°h / h/\'O \ \\ O +\ �/' , / / ti rn \ h0 1 946' r/ • \ / `:. h of h V�O / i / '!' // :J / . �J/� 9S �.,.(� G�\ o, 4^en ' /� • \ \ `\ MG 1 - - - - - - - - - - - _� - - -�' ► 962 \\ �� i t�j__ ---------f"�r=-------- O_ _ ',` �., // c -1 \ < �, _ 1 -, �� I �'�g' r� RAND \. ; \. ' !' p N I I_\1\001119 9 Qo° M ~ \ ` OJyn,� ` - r 4 • \\\</o M1 \ - - - - - I I 9� sO S% \``�'h'\ h^ ------ / �hh J`�'\ / O ,/ � - / �� OYc - -94,3 - - - - - II 11 9 `96T 9 0, 95 7 /' / Grp "� ri��o ,\��4J : ' \� -\ \ ' n /' o ' '---------- - --- `�D`� - - - - - - - - - - -F_ _ _____ --- g6 ~\�` '' ' //' Ix, `C I`` / \/' N x04 /1 4jO Eh? ' Op��`' 952.45 ;, 95�� 956 / i ce / O\\ \ J -J `� i , ' / i 1 /- N ((� ` 1 /' / ```\ 1 r • '�j`/ ,' n , ` i J`` 5 ,' ° �% �h� '\� �� \ ' ,r 00 \ \ 1 952-� �Y N�:� M « 00 / °' ; 9 - --- 0+It N y -------r _ _- - , I ( '� , ``�`.� 1 , M ♦ O, ♦ 1 • tel' ' ' \ \ tK �(,// 951.70 rn' �• / // / /r - _ \'F 6Q \ \ `\�` ` (ohh i' % ' h� ` i ` 9 62 Y O ,/ 1 t rn O / / V o� /' \ 950.90. oc OD �\ \\\ \\\\\ 6'/ \% \ ;, rn\ (�� %` �( /' \-� I �``\ 010\ / g50 ,/r/IN \ R , 'I / \ \ \ \ \ \ \ \ \ 6� x \ p� v1 '\ // 951.40 ��`` 950.10 x\\` / \` / / / • \ \R / / / /\,`\ \ / EO 9s \`.� 49.30 /GV x OP \ \ \ `l 9 \ Y'` CP / \ � �i/' ` / ` \ 950,60X\\\ rn_ -- 94 // i \ / ,\ / ` Q•G \ ` ` `' - 9 ` 948.00 ,, \ �� i \ 01 i/ �t0 9\46.00 949.30 \ 48.10 x g 48 / \` /, Oh ` \\` r / , • \ % / - \\` ` ' `1 - \ O / / Tarp ` ----------------- \ ` Dc\ to �lv It 06T \ `.�;\\ 'i \\ /// �\ C�j�O O O � ' /' O O \ /'' 947.95 �\\ / 47. - 11-1r • / / \\ ; \ \ \ \ \ \ � \ t5`R `� 0h \ \ .• I94 ,; 946 ¢ / • `\` \\ \\` ; 915, It 94 '\ / 680 / V I 'Q. \ \ `\wry 1' 4 ah 9 FBF O�`� C /'' /'' t / • `7 / -' It oj / 9` c �� ` I / o // 8 I I I / 4 c� / / ` E ANT \ R 1 41 41 1Z V ` 49.It 0 ./ •/• \ / It / 1It 1Y v \ / / R� I r �P / / OI ' /' r/ �/• // '\ /' /,' \rte /• c ANT P �n / 300 R ING -------------- - EXIST L co N �Cl o a c Ln o \ �rn oZW`>✓o x �>_ N W Z A\ CD m �- C5 O O Z W I LA0 V •• LL m d C O O r \ m � � N 'Cmc o Q v o E V1 W 0 3 O Q - � D d O r•+ - 1 p�640 FILE N�� Nyd ra n t Fire e Pian co AV �Cl c v ' m \ m � � N D Y \ m _z \vi► o z N v Q Q p�640 FILE N�� Nyd ra n t Fire e Pian co AV SuR� � N pRp\�\DED 8� • S�Rv�\NG All MN 55362 Mp\AJ\CO-v UM\NpOS W BENCN FPPK NP\CORNER lop 0 NW vol NEPR,g5r 3p \4::r9 , LoCj 11 PRO JE(,� PND s� RANGE 25, Sa 1, ARS OF 1 pE�pW MNNNES j A pWR GNB CpvN� GR�P��c EGPL SES �` ; `v !crw �' `� v w 9b'- \ \ \00001- O961.80 r \\JGy,' gyp' ~� ,y'?og530 \ C`-1('"� '\ * � C\/` 4, �; �(,' ��oo _q.) ! oy \ Bw C�` • \ G\ . �\ 11, BLO Dp\ C \ON NEsp� P. I �� Oo�L �� O+ O + G '�F �Q + Pi \ �-o� �E�ND N� M\N ; ;�! �\� \J ,�°' %�� \' eW g505 1B1oL1. \`,\ Gee\r O.000� GRO N� c°� , / \ �1 U(956.60 \ F -e5 3 � 0;; \p60� � '\ �\\'Q/�.�Q� O � /,/ Oi \ h , �° �%` \\ � 5 • \ • \ y `\ \ G�" a�� ` \ • � �J ' A�9s \ ye.,\ O �\ r \ �j F� 1 96 0 6' \ of , eW \ ; \ \ • �'\ \ \ /� O O Q13 \ it '� o OIf po \/Q\\�\�,� O� ' %' r -'�' �', �`'� �� i ' 8 g5�5 \ \•\ \, ��k°�� er Jt� 'ou , I �� ,o 11\- 00 oy� / ,K \\\ x955.60 \\ti`, \ \ O \ Ove a�� ,_ ';` .�, y '\ Over �o� Mrd � '� �`r % Q\\,\C)i,�r� \ \ \ \ • \ , , \ Ove a\o dy r o \v� h y �h d 60.25 \ \� + , I `J lJ oy 0) o'4j \ \ \\ 4� n I \� ,\ 954. x60 oym �� X \ \ \ \ \ • \ \ y I s(d,\ V I i 959.75 x 96()03 Cli 7 CP 960. `Ocd gSg� y\ + ��V \\OG,,\--___�\ �ycO \\\\ p,� \\\ 9 +� s� 9s �,\\\\ \ •\• \ \\ j 9.60 "�\\ I cO 9`58 r/ \\ O�1 \� 1 \\ \ \\ \ x953.60 ��\` O ,9�9\\\ \ • •\+,\ \`. IW 958.60 x » x o r \ ( \ V \l� O \\ \\ / %K ��. \^y \ • \ `. O ~ / J P ~ lamit tof ,\ yo,P O QjO ce !,� 957.80 0)\9S, l(,/ 1\ \\ oyy 'D / O'\y57 cto \`\\ .�O 960.75 �i + OOo o, "J�' `C \ \ _ \\ / `'% \ • '+ \ cd n �J \ ro Q ` / 1 °' 952.65 y \ 1 \ \ \ O Oj h 956.6 °14 946 aiy I "J / /!i\� / N S /' • �\ I_ _ ^° �\\�'�jO .,O `1 �J / a I may° 11 9s0.4011� o �� OrpO \!r\ l' m c� o�4j1 k r � o I h4j'' //' / \\� ^r\ p�� \9S 9 \\ i ri v`,LVI I ii hO Q\�7\J c oy O �� /\ h `9 '' /' O �' �j� l\\/Q \\ �� \\ O R9 �StB O O� AT 955.6 • 955.6 S O 0 QjV '`JO 'Ij G /� /\I i ,L� 960.25CP \\Q �r\ , + h \ \ \ \ �O O� V� �O((��/,l �O �\o Gj�O' /� i/' �� O�EOF Dc i Q\\� n�\ \\\ \ x 949.50 \ \.` O J oiy /L ��O ' / O / / i / rn / / i \\ �IJC C, 946.00 \\ ' \ ti7 (�t'F� •� �\ Ohb ` J \��j \ G � 1_�,0 Th / x �� 0�,� I 96 Q \� C�\. ,� ��O' / ss4.so / \ °� (�� V�, o �� I ,946.2 -' 6 i \ O� O`j1 �v ✓O ' yo l'�,'' 961% °yy Q,�j�` ��J O�`L Oj �-1962- \ j9 9`58 0 + S / i „ I 9660 9S a`' h^ __ __------ oy�o /' r�1 \\/Q '�`G�<C �\ ��, rn \ ,/ �� Off` 9g6.3 �'�'94 '_ _ - - le/' ° V' I °' N oY�`'\ 1.\ Ilk. S 11D 4670 N Op �/\0 Loi OHO \/Q\\�`\`\�l2_� •/ �AyC, / //,� 96 C14 , Lo ��-_- /\\��_ \\ 96, \ \ , � � ✓ �,\O \ !'/ ''% �`\` 1.70 Q? `/ / // � 9 62 4 \ \ \ \ \ c ! l ay \ \ t °' `'; S 95' 85 - 960 --\\\ \� 6 9 951 /�\2 96 .`SJ^V ^ ,' \ �` ` 950.1Q' OP�\\949.30 /kg pJ�p� ♦//' '' r r,V� //'''/.. V V c 950.60 ~ '' `\ A. • 48 ` 948.00 \\ \ `1S O4j 9 / \ 949.30 ,� / .� to 61 �� OHO O O o' y° / 9/7.95 O `/ 94 r/r / ��\ \ \ \ \ D� c9 \ ay:% r �/ sig 9 \\ ~ �j O tKA / / , ti 946.80 � • / \\\ &S." FBF Opc O /�/ /,/ �� • / %�c ''///�/ \ qD \ \ \ , lo / / 1 CY O / L \X1,I / Vol* ,/ \ \\9 \\ \ \\\ S Os \ /o, Oho/� D \ / 4950. / CD O CD / ' ��. �\ '� � \ /' /� /r �• SAS, / /', CD X O • /�� , � �/ r / (' / c 949 r/ / ui m N Q3 woos Z 4� ui c� \ -m > �v M Q as 12 -o - a� L O i t oar M�1 wvl �rn o oX�\� W` Lo �> O 3 R A� \N ` C +•+ U O N O Q D LL 3 p aG a 7 \ \ \ \ \ \ \ Z O \ m C, CI � Y w o Q 00640 N0. ire TrUc Pian cUlatioI 30 CUr \� AA /� 3p.�� w\\ee I TR• �\fin /, 956»- »- »- »- »- -954 If -'-'-t-'-'�6•�•-► � ►-.-.-.-.-.255.1 ,-,_..- 54� S 1�•�� y» '\ p V 6� i,- T \\Gv 1 ARB- '- _< \•\• "\".. \ , \ \ • \ 3O C$ FEET j V D• CUT' GRAPN�C 3/T. WALK 956 6 5L.�\ 956 --__ 9 \ Oo A uRVw D PR 0.F0.F0.F0.F0.F0.F0.FOFQ.F0. ---------F0.-F0.F0.F0.FOF'F0.F0.F0.FpF0.F0.0.-F0.-F0.-FO.F-0_F0.0. Q- _--__ \ 95-1 \DED -_- - g_-= 56958 \• \ -\ ~\y \ -- ----------- - -960 959 ° 955 ��\ •C��\ ,�C 5 \ E� s -- 960 -- SPRY��9 553 6i ,o 06 $,�=___ _ --- `'; - - _ - 9 9 \ "\ \•\ 9 9 oRX N 62 3 \ 49.9 \ 6' --- ---'== � \ •\. � E1� MONT\ 00\NOS I o'` ;/ / 9 ° \ \ \ . a\ 950-6 g\S _, hw x960.60 \ \• rl N R 95 O I O ii/' cP 959.60 s9; W� ti O • •� \ ESE I x 9 \ �y 9669 �1 e 95 \ • \ R \` _ 1 i \�G `� roti x 958.60 S8 ' _ \ •ial ` s �+� 2 ss3 \ Bw 952 yC� �+ \ . \ Y _ - _ _ �! O o°' \\ l y OF CNE��wNSN\P ESOjP ,;'' o Ccp 19 %10 / 957.60, .7 I ,moo �OT 5 O�pNIC sc E IS,., G"'" � D `s I „ / v. V %10 ° h� //' r� � ' \ / Bw g5� 0 \\ ' \ G e SINO: v �' O 961.80/Dj� \�\�'\N �( o ' * '?o \ Bw g530 \�\� \• * `\�\ ��,\� � � CK Gj C \\ \ \ �� 11, gL0 ��ti �}�� Q�' O G'� F V \ , ,��/h� /'/ r\ ~\A,, Bw g50.5 j$L�\`, 1 ve \r e OQQ�� GROVN� COON I �{ / U956.60 ti , / \• \� (� eGjG \ Q wR\G 961.70 i \ -J �O t�� / / / / di o Q) �/ / / ,/ �,� s� aha'\ y ew 95°: \ ,,05 \ Q \ g3f I i)I It 961.00 , �cp\ % �'�' ,' /, 0 I ,\ 9�. \ •\ \, 3Q 5 kt ii �`°� �, o,�o \\',�0-►-,�0o i ,,,, , I \ \• 05 era\\ \-e d h \ h� rarGe Q3�j 'l �' �N o`O° v �� ; ; °h�- / ,n�'� \\\ x955.60 s ;\ `` \ \ 0 y Ov era\\ � oay he d G\ea 50. / lr ,, �. '' \ O\Jer Pj G yr C5 If I g ° '° /��oo+`` \\�'\. ~\ Mir \d�� t\n-\e Flail\v 9\GG /60.25 x o,h I , o \ �� \'Ij�\\ '\ 0�6� -, \\\ �� \� /�. '\ \ -` rack �G,k-` vrn\nlJ ��/ � \ � \LoGk�o tea\ ' \ �h�• �l^O) 19 41 �� \ \ 1\ \ \ x 954.60 `9s `� \ J \ I i 959.75 x () o) cli 960.1`O `D J 1 18$iiI \9Jr9�-o \ +/ i�!/� /� __� \ 0 \\\ � \\\ 952.60 . 992\\\ \ •\ ��\ `\\ 961 \ » h ` oJ '\ 9s \ \ 959.60 x (o ctl rn ��/\x953.60 `9s� �, \\ 9 \\ I 41 O 958.60x n \• I '( h°� (��O 0nGj 957-60. rn \ 9S ~\ .� 960.75 + C/ to �cp° �� !� \�_ \\ O\` K(�N /.� i N '955 A LO Oji !� 956.60 x rn \ 9s /�4ih' I QJ�� /�� I C� cV \ \ v \ A \ ti `\ l / a \;� ° �\\\'MO'�' O N(� l �Oj�J I l'� / // °�h,// // °`' II G �1 \ °,� 1\� \\\\ O \ �Sjr ' / 945 V J � �-" V l'`V `c J V`i 9s0.40if rn J'O O \\J r� l' �� l,c '� o /I ' / // 9 O\\ n\� c- O C �j� '\ r1�J \ O R9 ii \\/ o -i' + N 0� V 955.60 x 9s Ooh Q\ 0 \ C9 \\ �\ \ A�Ti �� 0 G /�� /' `S �' �� '' ��i / /' `/ ✓ r\� r11 i \ \ \ ��\ p 5 1 ti � t S A Y- 960.25 \ 'S �, 0 �j, \ 1Ji 960.25 4j�� + ..� /1�0 Gj`O ' , X -/- Dc / i' hnj x 949.50 \ \ 14 \ EOF !�� J oil i' i rn `C 0., O l� \ 946.00 / \ A L 9 o �� + �\ o+ �}�\\'n+`� \ Sit\ I 60 `.�95g /O�� \\ �� \G ^ �h 140 0 tK V V �0 I �D'� Q\ C)\/' / ��O' /' 954.60x / \ � �� o�� 0 Cpc I / 462 \� / \. \ + J n �j� Q ow 1962 o) 0� 0 O,h h`O Y\) c / ,n/' - T _ 9 co -_----_ 64- < may:;; // , // °�, i !� \,� N /� o�,o 64LO __ \ h o c� G I °� 52.5 Lo _ ----- \ ''5 6 5 u) opo �p\�`�� `I tih �, \ No / -- --- -- _� 964 -- - �O�'� y' x i �\ 'Y' 0 \ �� \ 9 62 \ \ `\ �`, '� �� r' D�' ��,a' ` �t� V �`'� ; 'i \ t �`;'; S 95' 85 /� / ' / SIN, __ ------ 945• - 960 -- __ �� + V 4)� , - ``/ OX X960 9N rn \\ pp� \\O/\� ` `N I Ob Oj� 9�` c nn\--� %' / 950.60 63 / \�\ 9 6. 9�\ \\ D� \ ,;%' �IIL4 s4s.00 ,`\ s4 1p - ` s4a.00 / / \� 963- /\\ \ S �� \ h 9 949.30 �� / / '° t /� /,. cp cov 61 /\ \ 'Q, �o c o' 947.95 / r If Oi 946 r A. dQs�q VK'\ // , ti 946.80 � • / � /Q / �'� / 295 Al / \ \ � I \ \\9 \\ / \ \\\ S �s \ /tea / �/, 0� t/ 1-1 j- / \ .\a% / +/ 0 5�) \ I O \\ / CD _/v / O 'zv t /. / (�J/ / rn <r no L. o ac W TA \ O X� 0 15 0 A- N T N Zn a� va t~/1 lQ \N ` N +•+ U O „ v U N D 3 p .0�- a N D S- ID X - 7 \ \ \ \ \ \ \ O o 0 l� �-- m \ m Cl � � Y N O -Z U < o w o Q 00640 NO- ire Truck Pian GU�at��n 3� CUr NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * It is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases to support the proposed fixtures, based on the weight and EPA of the proposed fixtures and the owner's site soil conditions and wind zone. It is recommended that a professional engineer licensed to practice in the state the site is located be engaged to assist in this determination. * The landscape material shown hereon is conceptual, and is not intended to be an accurate representation of any particular plant, shrub, bush, or tree, as these materials are living objects, and subject to constant change. The conceptual objects shown are for illustrative purposes only. The actual illumination values measured in the field will vary. * Photometric model elements such as buildings, rooms, plants, furnishings or any architectural details which impact the dispersion of light must be detailed by the customer documents for inclusion in the RAB lighting design model. RAB is not responsible for any inaccuracies caused by incomplete information on the part of the customer, and reserves the right to use bestjudgement when translating customer requests into photometric studies. * RAB Lighting Inc. luminaire and product designs are protected under U.S, and International intellectual property laws. Patents issued or pending apply. 0 o 'p - o. o. 0 0. e °° e °° e °° °° °e °o° 0 °: . .00 00 °° 00 °° 00 °° 00 00 °° 00 °° 00 I ,o. I °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° - Calculation Summary i °° °° °° °° °° °° °° °° ° °.1 °.1 °.1 °° Label / 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °.1 °.z °.1 °.1 ° ° ° ° Calculation at the perimeter r_, :: ° 1 _, roperty Line a : =%a Site Lighting \ '__cc; °° °° °° °° °1 °, °1 °, °z °° °° °.1 °., fc., _ °, ° LuminaireSchedule ,° °° = ids, . 1°° °° I. °, °, °z ° ( ' (Symbol Qty Tag ° . ° . °., , , \ � , ° 1., , , 1 `41� 4] 109 A O oz.s / ,., . s 5, fc ° E 1 C 0.z f% a\ z \j, \'. `az'_,°.z a' °z .. ° .3° JIlp fos i�^�o / Y,, a:b 2 .04 36 z � ., t//'�, o',`., 0 , 0 ., , e „ 1.s 1. , z ° . ° , o ° , 2 1� .° s ° , ° , ° z3 s.° ° , z , z ° '°/z °'�n .. 11 ., 159 q11e ,. ,0 1.s ``, 01 2 1 \�� CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Illuminance Fc 0.05 2.3 0.0 N.A. N.A. Readings are taken at 0'-0" AFG 6 6 Horizontal Illuminance Fc 0.09 0.4 0.0 N.A. N.A. Readings taken at 0'-0" AFG @ Property Line 10 N.A. Vert-PerpCCW I Illuminance Fc 2.19 11.7 0.0 N.A. N.A. Readings are taken at 0'-0" AFG 6 6 Horizontal I Label Arrangement Lum.Lumens Arr. Lum. Lumens LLF Description WPLED26 SINGLE 2662 2662 1.000 WPLED26 (WALLPACK) ALED26 SINGLE 2662 2662 1.000 ALED26 (Area Light) Lum. Watts Arr. Watts Total Watts Filename BUG Rating 29.6 29.6 3226.4 WPLED26 - Cool - ITL80286JES B1 -U0 -G0 29.6 29.6 29.6 WPLED26 - Cool - ITL80286JES B1 -U0 -G0 2 °.z �.z , , .., 3� `,fc -,� \ 0e ° ., ..s ,s : °z ° o, ° 2 .l0 oz o. ,o . ,5 . , .° 'S ^J, °s . n.<�s ,°n s za ° fc °3 °z 2 0, o. oz 0 ° 1, , „ -y �" e 1 ° 1, z s a�\ 1 °° 0.1 0.1 °, o.. , ,o .�''`\ 11.e /\J . fee \_ 0e °\\szn z, I , "15�`'`w °z ° °. 2 2 .1 ° 0.0 a. 11 0, oz 0s 0.1 °, °., „ "� ' z.o 11 , 1.° .° 11, TS-�.1 - ., °c 1-1 .�° I °° o0 0. °. os °z 01 °Q 50 °, o., /.. ..s z.. . \ \ Y . °, s° .e ,s , , 3 00 01 01 0: 0 -� 11 „ 111 V � ' s.° s °, ,z ... 2 I \ /^� ' ` -�( / 5 fc e o'a, °0 I'b' o�" °° "�" °° °, °. °1 ° ° e, . b.'\� i" ...s ° .f s (F ..s , ,. .s .., .z , 2 ° 00 °° 00 °° 00 °, 0.1 01 ° �.. .. ..1\ 1\ 1, 0\ °3 e 11 1 e1 1 f�, ^\ `,, °, °., 0, .., ,e 1. , f a3 f� ° 2 °. z \ 1� , , , .2 '.0 /, , °, ., za z3 fc ... ,z .. °., °.e . o \I 0o as o0 00 00 0. o. o= 01 ° 1e ,.° s ._ ..11 a 2 11 3 �``1 00 °° oo °° oo °. °. 0.1 °, °.1 01 °.. 0, fb` 1., ., .., „ . .. `:a 1.: 11 . 1 . ° \b, .. .2 1" ° 00 °° oo °° °. °. °. oz 0z oz 0a °1 0a °e °° °, 0, ,z s e, ,e 1 i.x .. x ,. zn a ne /�r-. °z n z ' ,,, 00 "' o1 01 o1 0z 0z 0e °.z 0a oe 0e oe oe °., a �� f, -- 1.1 „ � ° ,////�`, ///��r " 1e ° ° 11 z1 �11 0.z ° . 1 , , , , ° 1 a . ° 1 a z °�71a. z 1 a. s ° a o. e ° , z.. , , 1 . a., /\y , ° , .. s i z •3 f c . .., i ° ° \ j� z z z , . s , z 1 s o`,g u u 2 .'� \ \ /� �/ °, °. °, °. °z ° s°. 1a „ 0e °.s 0e 0, ,1 .< o?, fFc � 0/� ,a 1.e ,s ��/ ^L!. .° ..a ., .z °s s fc\ z .2 .lzL °1 °1 01 °1 01 °1 , se , 1, °, °. °, o° °° ,s 1, ° ° \ ``��Al 1\ , , ° \z° , „ ,, `A',`` 01 0.1 .2 1, ,° °° ° , ° , ", oz 01 01 01 °1 0, °1 f� Y, Y, �° 0e °, 0, °, 0e °, 0, „ , � 0, ° .z :�.z ee :0 e` n °: ° /11 2 1, z1, 1e1°11 °°° 1s „ 1 a21 °, 0.�e 3'.`Y:' , , , °, °. 1 fc (�1 , ''i , c 0 ,S,f 11 1, ° °, °s ° 01 f c,, ' 0: ,: ., 01 1, 11 ,z , 1 11 11 1, °1 0, °1 0 ,0e „ ,e , ° e o.e , 1. ' ° .2 2 °z 1. ,fc1 -^,Y,: ° 1z 1z (6: lo: 5 3 1 z °z °1 z 3° fe'/� , ° z \/ z., .,^ ° e z° zs „ os f¢.s , e °.1 °1 \ \/ \Y 2 .z ° , .° 1.e 1.: °.e , °.. °.z ° ° , z 10 1. , ° 1. , z , , 1. 1. .1" o ° s ////z 0 „s s\\� '�� s ° ° a ..3 f�' °�� ° z z.l I z o �/(y*� , °1 °, z1 g,f,°, °, °1 ,1,1,16 111, „ °, °, ,e „ .2 ,,, ° s 1. z z z.° 1. ° 0.s °., 0.1 °., 0.5 flc° 1. , 1.1 \fc., �`` < a s 1.1 1 s z z z 1. , °.z ° 1 .2 .> hJ -o '1, I 1 0z o, °., o ,a 1.z °.a °z °.a °, 1 1°s , °I fie „ , ^'(,, 1 , 1s , 1.e P.\, J'`, 2 .3 0 /. \/\ 0, ��1 ft ,.z /.. ,. °., 0.1 0 , 0.: 1 ° 1 �.,�..c 1.. 1.s '`Y� 1 3�.1fc °., , �.s "' "'1'',,1 / ° 11 s 3 °.1 0 3 z, ° F °: it fcs ° ° , °z .3 .2 0 , J, /t °.s , z ° s 1.6 ,5' c 1 P'f c1.° ° , 3'fc" 11 '\L °, ° 1 n^� \X 56 fc �/ \ , 01 0, o.z 11 f� , 1e 1: e, c 1`, J 1e °. , 1 °z °.1 °., °.° „ , z° 1.1 o.e °: z, z, 1, 11 1, 1e 11 °.1 .3 °I I Y'^`'' ° Y'� °.° °. °.: ° 3 fc 0° I „,° 1,�'`,, 1 °° °e °� °� °, °° °° ° 11zfe,e 1.e °, °, ,,.'�-.' 1.° ,e ,e °e .. °'a;;° ?z, i , \) 9 °°°°°°1°,°,,Q,,°1 „°1.1°s° °.1 �' .2 '1'` „° ° ''` 0 0 0 0 ° ° 0 0 °.1 ° . °.z e. 5 °fc ° z ° 11 2 f ::i °� °° 00 00 °° °o °, 01 °, '`J °z 1.7 o fco, 1 I °`1:, °. a Y e 1 ° , 1z „ ° , e 10.1 1 , 1 , 11z e 1 , °e .3 (-;y \ Y, �q, 0 ° 5 f y c \ I 1,/° 0 1 e :, ° : 1 e ,° 1.1 e 1 1 e /� ^�,� e , , zz 1z 3 '�c 1z 1° .5 °.fc ° .2 „ 5 c; 1 J „' " s 1.° 1., 1. 1. 9.z , s o.° ,., °, °., 1.s , e , , 1.0 ,.0 1., 0., 1., 1.e z.1 1.° 1 1., ®° o0 00 °0 °° 00 °° 00 °° 00 °.1 °.1 J 5 c% °, 1 �// /� 00 00 00 00 00 00 00 °° 00 °° 01 01 ° 1: fc1 ,e z, ,1 -'', ,^�'1\ ,°�, /Q\/\ 1z z° z1 16 6 1 , °.s °, „ 1.z 1, 1a °.;3� 1/1 1z^1.z\�Q\ °l, fo° s° 1z •2 0 / / °., 1.e ,., 1.s ° 1.1 1.z 1 ., 1.° 1. 1°.111 , 1. .° °.s °.a .. °.o o ° , fQ s 1.1 ,.z ,. , 0 1 ° 0 0 0 0 0 0 0 0 0 °° o o °° o o °° 0 0 0 1 °, ° a ° e °. a °. , 1. f. 0 1 c 1. ^`,/ a 1 °f, s e . e i✓ o . Z ° ,`° is f �. z , s s. ° ,0 00 00 00 00 00 00 00 00 °, o. z ° 1 z e ° e °< . ao oz ° / J /y//II °.° o o °.° o o °.° 0 0 0 0 ° ° 0 1 ° , 0 z 0.z °.1 0 ., 0 ,.s 1.0 1.a s.e ,.i f 3 1.z 1. z.1 Ys 11.s s 1 ° 1. '.' ''' ° `Y ° ° 0 1 ,, �,,,�, °, 1, 1, �� ,z e, , 1, 1e „ . „ Qi 9/ Y' 3'fc jj .1 �v. ////^^\\ I ! //,} 0 3 °z ° s z z , 1 1.s 1 a , °. 1., za 1, 1 <z�f3 z 1s ° 1 left°, 00 00 00 00 00 00 00 0, 01 i' 1 °, o0 00 11 z ° 10 Z, �.,�e ., 1 ., 11s z °° 1.z °.. °° 1.° °, °.° 1° ,° 16 ° ., z, f� 1 fc Y 1 , .xI °e 1 1e <` =9 1 : 1°, ., o, o., 1: °, °., , \ , .0 h° fd' ,,1 11 01 °, °, °, °, 11 1., 11 1 ,s ., 1.1 °. 1., °, 11 1, 1, 11 °° 00 00 00 00 °, 01 ° ��" '� `� °, I °° 00 °° 00 °° .0 - / 0 ;`/ e3 ' ' ` 1 0° °° °° 0.1 0, o. z °, °. 1. ,5 o -s 11 1z 1 , 1° 10 �`�� 1z 1e ze 1e „ 1e ., 11 1.1 ez „ °e e °° 00 °° °° °° °° °° 11 `Jl 0 01 1\ ( 1 1 1 s 1 ° (,2 ., 1 1 oz 0 , s 1., °. s 1., ° .z ., ,° �' ool 00 °° °° °° 0.1 0, o. .e , ,e „ , ,o�,/\'�,� < °, 6 3' c „ , ,: . , , ,e 1.° �'':, e 1. , e, °° °° °° °° °° °° °° °° °° .0 11 \ o, 1. z ze o1 11 e° ., e`,1 1 ,Y,;, 1°° oo °° 01 °, oz \ ^ `\ °° I °° °° I °° I °° I °° °° 00 0 1z S , c"sss---°��/// z., , . `�.��(( , ° ° 11° 1.° ° ° 1 , 1., 1`.,. . , 3 fc y l0 °° °° °, 0.1 o.n n ° °, °., ° s zz :° 1. 1.1 1.e °, , 0e 11 11 1: ,,� `,I °° 0.0 °° °° °° °° °° 00 °° 00 °° °° 00 °° 0 11 010 00 °, a1 az 0, ° '`a ^`Y' -a ,�^]��i:, I^j� oo °° oo °° oo °° °° °° °° oo °° oo °° °° oo °° 00 °° °1 °1 °z °z ° °., 0 1 ;� 1.0 ,s z.° ,, ° loft ,z 1., 1z 1ss 1.s 0.° ° C Y Y vY` °° °° oo °° oo °° oo °° °° oo °° oo °° oo °° °° oo °° 00 °1 01°fc �,, Z .0 01 °° 0.1 0, 0.1 0z °� ° 11. �fc1 //,r 1.z ,s „ .° ^ , 1., �,.e/ z.° °e 1 a 11 3 1s 1 I° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °o °° °° °° 0 00 °, 01 °, 01 ° ° o� ,fc1.< /� v q�,\�/ „ °fc.s " ' °, 1' 1 c 1 a�oo °° as °° °° oo °° oo °° oo °° °° oo °° oo °° oo °° °° oo °° oo °° ° 0.1 0.1 °., , e 11 , 1 z ° z ,°° e 1 , 00 00 °° 00 °° 00 00 °° 00 °° 00 °° 00 00 °° 00 °° 00 °° 00 00 °° 00 °° 00 00 .0 f o 1 °° °° 01 z „ 3, 5, e, ." ,e 1.z ., \, h e 1°.s , 1c 1.z ,s ° °< °y °° as °° as °° °° I °° I °° I °° °° I °° °o °° I °° °° I °° °° °° �' J r � - k 00 °.z °.z 11 �: s 1.s ,,/0 r`�k' 1°., s °, 1 f,, ,° z.° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° // ° °° 0 ° , s z e z e 1 , . ^ ``\1 ..JJ(( \111 � z. ° °. 1 °fed °.e 1 ?-g.''' - o / / o 01 00 °, °1 °z °, Ily\Yi,( as °° as o0 0o as I as °° as °° °° as °° °° °° °a °° °° °a °° as °° I °° °° I °°�//-.� o °° 0.0 a° "° "" °, °1 °, , ,I \ I I \ �,,11 '1 \1111 ,,1 I�111 \ ,1 ��1I 1, �1 \1 1. , �,1"I�1\,2 ", I�',,�� "� '�" "�, ,I�,��,, ,,,,,I ,,I , \II 1 "I� � i �')�, 1 " \� �, "�"�" ,,\ ", ,1 I� " ,��,I, \ , , \ I1 ,\ �,I11 � ` " ,\, I1� ,\" ,7,\ 1 , I , I ),�,\ ." � ,I" \ \�, -\- 1\ - I\7 , 11 1\1",11� ",\ �\ I ,\"\ "\°\ " ° ^y 1 s' °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° °° 1°, °e 1 ;� `, °° °, ter, °e °e o.o �III �III �III �III �III �III �III �III �III �III �III �III �II III III i °' ' 0.0 00 °° 11 °z °a 0 5°fc °a c`\\ °z °° "" °° "" oo °° oo oo 00 °° oo °° °° °° °° °° °° °° °° oo °° °° °° 00 (�. o.o ,.° .`t , °, °, °.z ° •1°.° °.1 °.1 0.,1C`,° , 0 1 1 0.z 01 °.1 .1 °° 00 00 00 00 00 00 00 00 0.0 °° °" °, 01 °: : 5f.,5 '� 1 o o.o 0.0 0.0 0° 0, 0.1 °1 ° \ z3z f,, 0.z 0.1 °, 0.1 °° °.° °° °° °° °° °° °. --,-',,°.1 0.0 °° 0.0 °° °° 0.0 °° 0.0 00 °.° 00 00 °.° oo °.° oo °.° 0I00.0 ° '`, °s 1 1, 00 00 01 °° ;y.' °.1 0, °.1 0, °.z 0.0 .1 11 °1 °1 00 00 °1 °° °1 0, °.1 ° °s °I1 �II WPLED26 ALED26 = 0 0 0.0 ,100 °° °, °.z 01 s 1 1°s °: 01 01 01 °° °° °° °° °.° °.° °.° oo °° °° °° \O, "„ :0.0 °°1 00 °° °, 0.1 °: o. °� 11 ° °° oo °° °." °° °o °." oo I o0 00 00 00 °" oo °" oo "" o0 00 "" 0 00 00 °° oo °° 00 00 00 0.0 00 °° °° 01 °, oz 0 1 f - -'°1 °1 °° oo °° oo °° °° oo °° oo °° oo °° °° oo °° oo °° °° °° °° °° ° 0 0.0 \ 1< o.o 0.0 r ° °° °° °° °1 °, °z °1 °.z °, °, °° °° °° °° °° °° °° °° °° °° °° °° °° u.0 -1 ' -____ c - o . o, -- o . o --A------------,---- =_ °o °° °° °° °° °° °1 ° °1 °, °1 °, °1 °° °° °° °° °° °° °° °° °° °° °° °° °° °° 0.0 0.0 o ° °° I °° I °° °° I °° I °° I °° °° I °° I °° °° °° °° I °° I °° I °° °° " o.o o.0 °° °° °° I I °° I I °° I I I 0.0 O 0 0.0 o.o O 0.o o a 0)(**- o.o 00 o°° 0.0 N N 0.0 P54 -11-15D2 ° o.0 o "" ° 00 \ . 0.0 C 1a 0 G Z -Z m qi - ry m = d 0= Z 6 2 70 � a 0 p ry :6ry = ti J G CID ,J r 00 00 132 STUCCO T#167 TRANSITION TRIM Versetto stone Building #1 facing Chelsea 2'6'x2*6" CUPOLA Building #1 facing Inn: I I I I I I I I I i I I i I I I I I I I I I I I c`!�i r s" o.G. GUTTERS STUCCO IL% f •s',e,• 6'-0' ' 10'-41/2' I 10'-0' I I 10'-0' t .. Y. - `• SUBCONTRACTED STONE VENEER I I i I I 10'-0' IA� I r I 10'-0' t 10' -o II 10.-0. I I I I I I I I I I I I 23'-9„ I I I I I I I I I I I I I I I 16'-0' Maintalnce c — -/— 11'-101/2' I I I I I I III Storage I I I I 15-41/2 —; -�• I o Iv= I I I I�� z I 10'-0" I 10'-0' 10'-41/2' I � Ica I I I I _ Service I I Kiosk N b Cubicle I I IL 6'-0" 10'-41/2' I I I 10'-0" I I 10'-0" b BUILDING HEIGHT 8'-4' - Building #1 facing Inn: x sbrook 10'-0' I I I I I I I I I i I I i I I I I I I I I I I I c`!�i r s" o.G. GUTTERS STUCCO IL% f •s',e,• m �'�...5 Tj167 TRANSITION TRIM t .. Y. - `• SUBCONTRACTED STONE VENEER (CAROLINA LEDGESTONE) I I I 10'-0' IA� I r I 10'-0' t 10' -o II 10.-0. I I I I I I I I I I I I 23'-9„ I I I I I I I I I I I I I I I I I I I 7 I I I I I c — -/— 11'-101/2' I I I I I I I I I I I III I I I I I I I I I I I I I I I I 10'-0' I 10'-0" I 10'-0" I 10'-0' I I x sbrook 10'-0' 10'-0' x 6" wall inset T#5 RIDGE CAP G. GUTTERS HI -RIB STEEL 7#21 CORNER TRIM T#167 BASE TRIM T/5 RIDGE CAP I I I I I I I I I i I I i I I I I I I I I I I I 10'-0' x 6" wall inset T#5 RIDGE CAP G. GUTTERS HI -RIB STEEL 7#21 CORNER TRIM T#167 BASE TRIM T/5 RIDGE CAP 111111 c`!�i r s" o.G. GUTTERS STUCCO IL% f •s',e,• �'�...5 Tj167 TRANSITION TRIM t .. Y. - `• SUBCONTRACTED STONE VENEER (CAROLINA LEDGESTONE) 133 10'-0' I 10'-0' 10'-0' 10'-0" .I 10'-0' . I I I I IA� I 2'-0' VENTED SIDEWALL OVERHANGS 2'-0" NON -VENTED ENDWALL OVERHANGS I I I I I I I I I I I I I I I 23'-9„ I I I I I I I I I I I I I I I I I I I I c — -/— 11'-101/2' I I I I I III I I III I I I}I I I o I I I I 10'-0"10'-0' I I 10'-0' I 10'-0' 133 i,O.G. v.�_..Till ilii ''.w:.M1. T#5 RIDGE CAP 5 O.G. GUTTERS STUCCO T#'167 TRANSITION TRIM Versetto atone Wall Facing Insbrook 7 7 T o 10'-41/Y 10'-0' I 10'-0' 10'-0• 1G -o' I 10'-0' I t0'-0' 10'-0' I 10'-0• I 10'-0' 10'-0' 10'-0' I 10'-0• l 10'-0' I 10'-41/x t t 1 1 1I' 1 1 1 1 I I I I I I I I I I I I I I 1'-0' VENTED SIDEWALL OVERHANGS 1'-0' NON -VENTED ENDWALL OVERHANGS � 29'-9" II I I I I I I I I I I I ! I I I I I I I i I I I I I I I 24'-71/r �- — _ I I I I I I I I I I I I------{ }— �/ 24'-6 •Y � I I I i I I i I I I I I I I 1s'-10 1/Y ------ I I I I I I I I I I I I �-----�s� —pi 19'-10 1/x •o I I I I I I I I I I I I I I I I b I I I I I I i I I I I I I I —-----+-----------------------+-----+-----+-----+-----+-----+-----------+------------i------- — -/— 14'-101/x 'q I I I I I I I I I I I I I I •� -----� I I I I I I I I I I I I f -------i s•-10 1/r I I I I I I I I I I I I I I I I I I I I I I I I I I I I s• -r �,- —� -----� I I I I I I I I I I I I — �— -i s•-, 1 •Y I I I I I I I I I I I I I I I I I I I I I I I I I I I I =6°�—�--- -- I ---I--- I -- �1-- I -- I ---- --J — i -- -- I -- ---� oo• I I I I I I I I I I I I I I 10'-41/2* 10'-0' I 10'-0• t 10'-0' 10'-0' 10'-0' 16-0' 10'-0' 10'-01 t 10'-0• 10'-0• 10'-0' 10'-0' 10, 1 10'-41/Y \ BUILDING HEIGHT 8'-4' `V $ $ b -§.-' g � CD D I 5 2017 TRIM HI -RIB STEEL — TM CORNER TRIM f- T/167 BASE TRIM T#16 GABLE TRIM �- HI -RIB STEEL :�— T/21 CORNER TRIM Tj167 BASE TRIM Building #2 134 HI -RIB STEEL 7#21 CORNER TRIM TJ157 BASE TRIM —_ —_ Ti5 RIDGE CM 0 v F- iV AUG 2 5 2017 STUCCO •�'�: i, :'r•a ., t — +� •`� T/,67 TR ON TRIM T#167 T None end Facing dwWoo Buildings #3,5,7,9,11,13,15,16 135 5"01G. GUTTERS HI -RIB STEEL T/21 CORNER TRIM Ti167 BASE TRIM 0 v F- iV AUG 2 5 2017 STUCCO •�'�: i, :'r•a ., t — +� •`� T/,67 TR ON TRIM T#167 T None end Facing dwWoo Buildings #3,5,7,9,11,13,15,16 135 b b b k A R 5 ,7-41/Y .I ,(f-0' ,C-0' ,V-0' ,0-0' ,V-0' I 101-0' 17-0' I ,0'-0' 101-0' I ,C-0' ,a-0' ,V-0' 101-0 I ,d-0' I ,G-0' ( ,7-4,/Y -. I I I I II I I II I I I I I I 1' VENTED SIDEWALL OVERHANGS 1.e ENDwAu OVERHANGS -0 X29 T i— — II — '1— — II T -o 9"TED 24'-101/2= -------- --- I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IV-10 1ff-10 i n—`- -----� I I I I 1ff-101/2" 5 I I I I i I I I I I I I I I I I I 14'-101/2' —r- — -----+-----+-----------+-----------------+-----+-----------+-----+-----------+-----+-----+-----+------ I I ff-1D 1n =- ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I 9-10 1/7 4'-101/2' I I I I I I I I I I I I I I ff-0 1 I 10'-4 1/2' � 10'-0' � 16-0 � I 10'-0' I iff-0' � I 1ff-0' � 1ff-4 I � I 1G-0' � I 10'-0• � I ,C-0" � I la -0' � I tU-0' � 10'-(r � I ,C-0' � I 10'-0' � I ia-0' � 10-4 1/2' b BUILDING HEIGHT 8'-4' 5 CD 0 v F- iV AUG 2 5 2017 STUCCO •�'�: i, :'r•a ., t — +� •`� T/,67 TR ON TRIM T#167 T None end Facing dwWoo Buildings #3,5,7,9,11,13,15,16 135 TO RIDGE CAP II I II IIII I Ilillillllll T#5 RIDGE CAP �IIIIIII Illll!�1711111Tllllllll;llllllllllllllillly� 5' O.G. GUTTERS HI -RIB STEEL T121 CORNER TRIM T/167 BASE TRIM 5' O.G. GUTTERS HI -RIB STEEL / T/21 CORNER TRIM �- T/167 BASE TRIM AUG 2 5 2017 D T/16 GABLE TRIM HI -RIB STEEL T/21 CORNER TRIM :4 T/167 BASE TRIM FRIM HI -RIB STEEL T/21 CORNER TRIM T/167 BASE TRIM 4 & 6 136 •o a � R S $ $ b S & � a � R g O 1 10'-41/2 10-0' 17-0' 10-0' 10-0" 10-0' 10-0 10-0' to' -D' 10-0' .-� 10-0' 10-0' 10-0' 10'-0' 10-41/2' I I I I I I I I I I I I I I 1'-0' VENTED SIDEWALL OVERHANGS E N D W A LL OVERHANGS 29'7wg9 - b -� r '� Y �' �` '� L�N.N-VENn�, I I I I I I I I I I I I I I I I I I I I � �• Bui dings# 24•-r \•• - ---__ I I I I I I I I I I I I I I I I I I I I I I I I I I ------t� -,moi 24'-r � 17-101/2' �,• - ------i I I I I I I I I I I I I I I I I I I I I I I I I I------E� I -`.• 1s•-101/2* >? n I I I I I I I I I I I I I I I I I I I I I I I I b 14-101/Y -----------+-----+------'f------------+-----+-----------+-----+-----------+------------------i�--- I I I I I I I g -1a 1/2 i- I I I I I I I I I I I I I 9-10 1/2' •Y 5-Y �= _ �. _____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I _ -�� 5'-2 II II I 10'-4 11f0 I 10-0' i I 10-0' i I 10-0 I 10-0' I 10-0' 10-0' I 10-0' I 10-0' I I 10-0' 10-0' I I I 10-0 10-41/Y BUILDING HEIGHT 6'-4' g R $ Ri R z3 C:) FRIM HI -RIB STEEL T/21 CORNER TRIM T/167 BASE TRIM 4 & 6 136 „— TO RIDGE CAP l 5' O.G. GUTTERS �- HI -RIB STEEL T/21 CORNER TRIM T/167 BASE TRIM \1 2 S 2 017 10 FRIM HI -RIB STEEL T#21 CORNER TRIM T#167 BASE TRIM 10 RIDGE CAP 1� Tj16 GABLE TRIM I 5' O.G. GUTTERS HI -RIB STEEL T/21 CORNER TRIM HI -RIB STEEL T#21 CORNER TRIM T/167 BASE TRIM L Tj167 BASE TRIM ^ .. 10'-41/Y 10'-0' I 10'-0' I 10'-0' I 10'-0' 10-0' 10'-0' 10'-0' 10'-0' 10'-0' 10•-0' 10'-0' 10'-0' I 10'-41/2' I I I I I I I 1'-0' VENTED SIDEWALL OVERHANGS 29'x•94= . - - -r- I —IIF — I — — I — / 1 - 0' NON -VENTED EN D WA LL OVERHANGS � �� - -j �” �• 'R' '4' fi' '4' '4' '4' � ,� r 24•-r —/— — ./ I I -----�-------y-- I I I I I I I I I I I I I I I I I I I I I I I I •_ i za'-r ------ -19'-101/2'9-101/Y Building #8 N I I I I I I I I I I I I I I 14'-101/Y / - - - - I -----+------------}------------+-----+------+------+------------+------{-------------{--------- I I I I I I I I I I I I I I I I I I I I I I I I I - -/— 14'-101/2' q 9'-101/Y — I ------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E------- I n i s'-101/2• v -r ----- I I I I I I I I I I I I I----- — • 'a I I I I I I I I I I I 1 'it— -�ry� II I 10'-41/Y I I 10'-0' I I 10'-0' I I 10•-0' I I 10'-0' 10•-0' I I 10'-0' I I 10•-0' I 10'-0' I I I 10'-0' 10'-0' I I 10•-0' I I 10•-0' 10'-41/2' BUILDING HEIGHT 8'-4' g' ^ $ w 8 O d 137 HD AUG 2 5 2017 7 TRIM HI -RIB STEEL — T#21 CORNER TRIM T#167 BASE TRIM TRIM HI -RIB STEEL I— T#21 CORNER TRIM F T#167 BASE TRIM ildings # 10 & 12 138 �— T#5 RIDGE CAP Il Illll - - - II - I I - l - 111 111 I(Il 5. O.G. GUTTERS �— HI -RIB STEEL i ��jI T#21 CORNER TRIM _ f— —[ T#167 BASE TRIM �— T#5 RIDGE CAP arc 5. O.G. GUTTERS 1� HI -RIB STEEL T#21 CORNER TRIM _ I�nIjII T#167 BASE TRIM II ' Cn o' I N OIO pIp OO1 1 1 O1I 1 G C .- \ 10'-41/r 10'-0" 10'-T 16-0" 10•-0" 10'-0" 10'-0" 10'-0" 10'-D' I 10'-0" 10'-0" 70'-0" I 10'-41/2" I I I I \ I I 1'-0" VENTED SIDEWALL OVERHANGS fif — — — —�r — — —I 1'-O'NON-VENTED ENDWALL OVERHANGS 1s: 7p .. — "1 _Ir 394-9" I I I I I I I I I I 24'-Y �= — ----- I I I I I I I I I I I I I I I I I I I I I I 24'-7" 1s' -to 1/r / 79'-701/Y Bu 14'-10 1/2-W-10 — -----+-----+------'f------------+-----�-------�-----+------�"'-----+-----"�-------------�� 14'-10 1/r b I I I I I I I I I I I I n 9'-10 1Y / — --I I I I I I I I I I I I I I I I I I I I I I I - — — — — — — 9•-10 7/Y � �. •' I I I I I I I I I I �' � I I I I I I II I II I I I ff I � 1� I 17-41/2"10'-0" I I I 10'-0" I I I 10'-0" I 10'-0" I I 10'-0" I I 10'-0" I I 10'-0" 10'-0" I I I 10'-0" I 10'-41/2" 0 BUILDING HEIGHT 8'-4- HD AUG 2 5 2017 7 TRIM HI -RIB STEEL — T#21 CORNER TRIM T#167 BASE TRIM TRIM HI -RIB STEEL I— T#21 CORNER TRIM F T#167 BASE TRIM ildings # 10 & 12 138 t T#5 RIDGE CAP �— T#5 RIDGE CAP AUG 2 51 2017 � � J I L__ 5" O.G. GUTTERS �- HI -RIB STEEL T#21 CORNER TRIM va T#167 BASE TRIM 5" O.G. GUTTERS HI -RIB STEEL T#21 CORNER TRIM T#167 BASE TRIM Building #14 FRIM HI -RIB STEEL T#21 CORNER TRIM T#167 BASE TRIM TRIM HI -RIB STEEL jI- T#21 CORNER TRIM f- T#167 BASE TRIM 139 o < v NMI a v N a a a v OOi 0 10'-41/2" \ 10'-0" \ 10'-0" \I 10'-0" ( 10'-0" \ 10'-0" I 10'-0" 10'-0" 10'-0" CD 10'-41/2" 1'-0" VENTED SIDEWALL OVERHANGS 29'x,9' • I+ 1'-0" NON -VENTED ENDWALL OVERHANGS �— 294- 9 24'-7"—/- - - - - - - I I - - - - - - 24'-7" 19'-101/2' � ------ ------ -Z-/— 19'-101/2" 14'-10 1/2" T _ _—__-_____-_____-_____-___-- ----------------------------------------------------------- I __—__-____--_____--____--I _____ - 14'-10 1/2" 10'-41/2" I 10'-0" 10'-0" I 10'-0" I 10'-0" 10'-0" 10'-0" I 10'-0" 10'-0" I 10'-41/2' O O N N N N N N N N BUILDING HEIGHT 8'-4" I I N I e7 I V I h I I I I QO Building #14 FRIM HI -RIB STEEL T#21 CORNER TRIM T#167 BASE TRIM TRIM HI -RIB STEEL jI- T#21 CORNER TRIM f- T#167 BASE TRIM 139 T#5 RIDGE CAP �1 D CCfSUNIC r AUG 2 5 2017 5" O.G. GUTTERS /— HI -RIB STEEL T#21 CORNER TRIM T#167 BASE TRIM T#5 RIDGE CAP t l III I I I l 5" O.G. GUTTERS HI -RIB STEEL T#21 CORNER TRIM _4 T#167 BASE TRIM 4 1 .1 end Facing chealsea Building # 17 TRIM HI -RIB STEEL — T#21 CORNER TRIM T#167 BASE TRIM STUCCO T#167 TRANSITION TRIM Versetto stone 140 kt O 10'-41/2' 10'-0" 10'-0" 10'-0' ( 10'-0" I 10'-0" 10'-0" 10'-0" 10'-0" 10'-41/2' 1'-0" VENTED SIDEWALL OVERHANGS 29' -n'94"07 1'-0" NON-VENTED'ENDWALL OVERHANGS '4' �R ,T� 29 -9 � 2a'-71/2" a� ------ I I I I I I I I I I I I I I I I �� 2a' " -6 I I I I I I I i I 19'-101/2" — ------ I I I I I I I I CT/2" — 19'-10 1 14'-101/2" -- -----------+-----------------------+------{------+------I-------- � — � 14'-101/2" s'-101/2' / I II ------ I I I I I I I I I I I I I I I I J �� s -101/z' I — — — — -- I I I I I I I I a 5-1 4'-10 1/2" I I I I I I I I 1/2" I 01-01 T- -I-- r -T- I 10'-41/2" 1 10'-0" I I I 10'-0" I 10'-0" I I 10'-0" I I I 10'-0" 1 10'-0" I 1 10'-0' I I I 10'-0" 1 10'-41/2" o BUILDING HEIGHT 6'-4" 0 0 v 0 0 0 ' 0 0 ^ 0 °D o ° Q O 4 1 .1 end Facing chealsea Building # 17 TRIM HI -RIB STEEL — T#21 CORNER TRIM T#167 BASE TRIM STUCCO T#167 TRANSITION TRIM Versetto stone 140 WSB Building a legacy —your legacy. September 6, 2017 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Affordable Self Storage Final Stage PUD City Project No. 2017-022 WSB Project No. 010276-000 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the revised civil plans and drainage analysis dated August 25, 2017 as prepared by Civil Site Design and offer the following comments. Grading and Drainase Plan 1. Show the existing private utilities where grading is proposed to occur in the drainage and utility easement along Chelsea Road. Address any impacts to private utilities. Sanitary and Water Utilitv Plan 2. The Public Works utility superintendent will review the plans and may have additional comments. Stormsewer Utilitv Plan Roof drainage and downspout locations should be shown on the drainage maps and plan set. Stormwater Management 4. A stormwater maintenance agreement will be required. A template will be provided to the applicant. 5. Basin contour areas are not equivalent between the grading plan and the HydroCAD model. Areas were shown to be 2,000-3,000 square feet less than what is being used in Equal Opportunity Employer wsbeng.com K:\010276-000\Admin\Docs\LTR-a-schumann-Affordable Storage 090617.docx 141 September 6, 2017 Page 2 the model, when calibrated using the scale provided on the plan sheet (see attached). Area inputs for the HydroCAD model should be updated and the model should be rerun. 6. The Appendix C cover page incorrectly indicates 1.0" for volume abstraction. Calculations were based on the correct value of 1.1 V. Subsequent submittals should make a correction for clarification and to avoid confusion. 7. To meet infiltration requirements, applicant states that one foot of amended soils will be placed at the bottom of the infiltration basins. For compliance with MPCA standards, applicant will need to test and verify that the infiltration rate is less than 8.3 inches per hour once construction is complete. HydroCAD Model a) Provide the modeling results for the proposed conditions for the 10 -day, 7.2 -inch snowmelt runoff event. b) Provide the modeling results for the proposed conditions for a 100 -year back-to-back storm event to ensure the maximum flow depth in the emergency overflows is less than or equal to one foot. Calculations and Details a) The stormwater report, model and drainage maps show that of the 198,100 acres of new impervious area only 193,681 square feet is routed to the infiltration system. Therefore, the infiltration system was designed to treat 17,754 cubic feet of runoff. (Applying 1.1 inches over this area results in a volume of 17,754 cubic feet). There is 4,466 square feet of new imperious area (from S4) that leaves the site with no volume reduction or water quality benefit. This area should be routed to the infiltration basins and the HydroCAD model should be updated. b) The following comments pertaining to the Storm Sewer Pipe Size Analysis should be addressed: • Link 1 (CBO1 to FESA) is shown to surcharge for three minutes in the link summary table. Please upsize this pipe to contain the peak flow. c) Applicant should address the following comments concerning the `Typical Infiltration Basin Cross -Section.' and `Infiltration Basin General Notes': Add in an additional note under `Infiltration Basin General Notes' stating something similar to "Infiltration media shall be protected with appropriate erosion sediment control BMPs until Stopes are stabilized." The seed/blank should be extended to the bottom of the basin (entire side slope). Four to one side slopes are preferred to the proposed 3:1 slopes. SWPPP • Remove the first comment under `Runoff Routing Offsite' which incorrectly states `Select roof drainage is directed to adjacent wetland adjacent to the south property boundary.' Proposed Conditions Drainage Areas Plan K:\010276-000\Admln\Docs\LTR-a-schumann-Affordable Storage 090617.do 142 September 6, 2017 Page 3 • Add arrows to show the direction of runoff from the emergency overflows of the two basins. Details 8. Detail plates shall be updated per the City's April 2017 General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website - Engineering department. Please have the applicant provide a written response addressing the comments above. Please give me a call at 763-271-3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. IA�— - ta 457;�"OvL— Shibani K. Bisson, PE City Engineer Enclosure skb K:\010276000\Admin\Docs\LTR-a-Schumann-Affordable Storage 090617.dou 143 144 wws2lundWoa-we4u+�9t]N1aYNV7d ZSSOZ-S6Z-t9L 9NISWd 39VJ.S lVNld - Olid - l .a mn3,n 4l^9 4l1aN Z9E99 NW '011001MOWnsisaaaus�� .awnaawavanua _ OS �Wnmo l ,\ a Z9ESSNW'opaaquoly lse/lq peoH aesleyO 9E6E,�, 1 LL91 aO80d ye_� � o X77 `SdI L?IddONd g7l 1JSrO!!d 1N3W3AOHclkVl 3115 eftjojS dl S 14 P jjV aW o m -2219_3� o< "o =m W -;Z2 € POE:=€ uTm l'n rc'v Y�u3z' 03 yq�^Vio3 �r✓,V%o3 ori jy4Z�d3 ��ZOO o�U��j�� jy4�p�� wg✓,ww� 4p �r�� 9�u�r� o o~o u H zi�pzw gn w w zz_mrcw =� �3in �� minsam3Ua m�mUaZ 1god a HOW _o 4 �y a r r a r of LL MI Y 145 146 SUMMARY OF EXPENSES/FINANCE PLAN Phased Development Option September 5th, 2017 v3 Total Acres in Development 6.28 gross 6.28 net Total Phases in Development 4 phases 0 outlot Trunk Area Charges & Assessments Acreage Acres or Credits Net Notes unarge units Assessment Special Assessments Previously Levied Sanitary Sewer (gross acres) $3,316 6.28 $20,824.48 paid at prevaling rate at time of permit Watermain (gross acres) $2,452 6.28 $15,398.56 paid at prevaling rate at time of permit Storm Sewer Base (net acres) $3,543 6.28 $22,250.04 paid at prevaling rate at time of permit Storm Sewer Alternate net acres $7,277 6.28 $45,699.56 paid at prevaling rate at time of permit TOTAL, ALL PARCELS $104,172.64 Phase 1 Sanitary Sewer (gross acres) $3,316 3.11 $10,312.76 Watermain (gross acres) $2,452 3.11 $7,625.72 Storm Sewer Base (net acres) $3,543 3.11 $11,018.73 Storm Sewer Alternate (net acres) $7,277 3.11 $22,631.47 TOTAL $51,588.68 Phase 2 Sanitary Sewer (gross acres) $3,316 1.16 $3,846.56 Watermain (gross acres) $2,452 1.16 $2,844.32 Storm Sewer Base (net acres) $3,543 1.16 $4,109.88 Storm Sewer Alternate (net acres) $7,277 1.16 $8,441.32 TOTAL $19,242.08 Phase 3 Sanitary Sewer (gross acres) $3,316 1.15 $3,813.40 Watermain (gross acres) $2,452 1.15 $2,819.80 Storm Sewer Base (net acres) $3,543 1.15 $4,074.45 Storm Sewer Alternate (net acres) $7,277 1.15 $8,368.55 TOTAL $19,076.20 Phase 4 Sanitary Sewer (gross acres) $3,316 0.86 $2,851.76 Shall be paid at prevailing rate at time of permit Watermain (gross acres) $2,452 0.86 $2,108.72 Shall be paid at prevailing rate at time of permit Storm Sewer Base (net acres) $3,543 0.86 $3,046.98 Shall be paid at prevailing rate at time of permit Storm Sewer Alternate (net acres) $7,277 0.86 $6,258.22 Shall be paid at prevailing rate at time of permit TOTAL $14,265.68 Citv Fees/Deaosit City Fee (General Admin) 2.00% Legal 2.00% Planning 2.00% Engineering and Inspection $2,000.00 Actual; cost reconciled at project completion, $2,000 min $2,000.00 Actual; cost reconciled at project completion, $2,000 min $2,000.00 Actual; cost reconciled at project completion, $2,000 min Grading and Restoration 3.00% $2,040.00 $68,000 estimated grading cost Streets and Utilities 4.00% NA Actual; reconciled at project completion GPS Locate $60 units NA Actual; cost reconciled at project completion Total City Fees $8,040.00 lknDrovement Construction Costs (Used to Calculate Citv Fees/Escrows ecuri ies) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails, Street Signs Lighting, Mailboxes Construction total (for ouroose of calculatina other Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond Site Grading (for purpose of calculating escrow) Additional Letters of C Landscaping Wall/Fence 4 lots NA NA NA NA NA NA 90.00%1 $0.001 $625,400.00 1 $3,000 1 6.281 1 $18,840 1 LOC 9 125%- DEVELOPER TO PROVIDE 125% - DEVELOPER TO PROVIDE BY PHASE 117 (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPM] (Developer Installed Improvements) AFFORDABLE SELF STORAGE R dated - 1 , 20 , by and between the CITY MONTIIIWinnesot V icipaIVIon ("City"), and IWROPERTIES LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a Planned Unit Development for a self -storage facility called AFFo"ABLE SELFSToxAGE (referred to in this Contract as the "Development") consisting of 76,764 square feet of self -storage space that would accommodate 17 buildings, and approval to rezone the property to a PUD District. The Development would be completed in phases approved by the City. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 2. CONDITIONS OF APPROVAL. The City hereby approves the Development on condition that the Developer enter into this Contract, furnish the security required by it, and record this 1940660 148 1 Contract with the County Recorder or Registrar of Titles within 365 days after the City Council approves the Development or the execution of this Contract, whichever occurs later. Also, the City hereby grants approval to the Planned Unit Development provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2017-OXX adopted by the Monticello Council on September I Ph, 2017, and subject to the conditions of Exhibit Z of the Staff Report dated September 11th, 2017. 3. RIGHT TO PROCEED. Within the land to be developed, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private Improvements, or any buildings until all the following condition aiisfied: 1) this agreement has been fully executed by both parties and filed with the CiLrnight he necessary security has been received by the City, 3)khis C ct has b submitted to thunty Recorder's or Registrar of Title's Office, and 4) the Ci has issu letter that all conditions have been satied and that the De per may proceed. PHASED DEVELOPMENT. This Development is a phase of a multi-phas development. The City may refuse to approv sRsequent phasedthelleveloper has breac ed this Contract and the breach has not been remedied. Development of subsequent phases shall be in accordance with approved plans per Section 9 of this agreement . 5. PRELIMINARY PLAT STATUS. N/A 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Development unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding 194066vl 149 2 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. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the B-3 District, in effect at the time the final Development is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Planned Unit Development Agreement [this document] (2) Planned Unit Development Zoning District Regulations (3) B-3 Zoning District Regulations 8. "'tTION FOR SUB QUENT APPROVALS. No changes or amendments to this PUD Agreement e approved, nor s construction commence fo h additional land uses, until an I amend t of the P Agreement is processed and a roveoubject t requirements of Monticelli Zoning and Subdivisi Ordinances, including the sub *ssion�f site and building plans, final ding and drainage plans, final utility plans, and final landscaping plans. 9. OPMENT PLAN'S. T evelopment shall b veloped in accord e with the following pans. The plans shall not be attacTied to this Contract. V0ith the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work.. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Project Location Plan Plan B - Site Plan (including Site Lighting Plan) Plan C - Final Grading and Drainage Plan Plan D - Sanitary and Water Utility Plan Plan E - Storm Sewer Utility Plan 3 1940660 150 Plan F - Landscape Plan Plan G - Storm Water Pollution Prevention Plan Plan H - Existing Conditions and Removals Plan Plan I - Details Plan Plan J - Phasing Plan Plan K - Fire Hydrant Coverage Plan Plan L - Fire Truck Circulation Plan Plan M - Lighting/Photometric Plan Plan N - Building Elevations Plan Plan O ence Detail Pla 4 Plan P - Signage Plan 10. IMPROVEMENTS. The Developer shall ' tall an pay for the following: Sanitary Sewer System A. m Water System a j 'I C. Storm Sewer System D. Concrete Curb and Gutter E. Site Grading, Ponding, and Erosion Control F. Underground Utilities G. Surveying and Staking F-., The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have 4 194066v1 151 one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a.DXF�file, and two complete sets of blue line "as constructed" plans, all prepared accordance with C try standards. r a& FM 11. DESIGN STANDARDSThe applicable Planned Unit Development Zoni istrict F Regulati4s are equal to those set forth in the B-3 Zoning District Regulation. 12. PERMITS. The Developer shall obtain or r re its contractors and subcontractors to obtain ecessary ermits, including but not limited to: right County for County Road Access Wor in County Rights Way Wright County Soil Conservation Distric • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal DNR for Dewatering City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 194066v1 152 5 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, 2018. 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. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Development to perform all work and inspections deemed appropriate by the City in conjunction with the Development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading the erosion control plan shall be implemented by the Developer and inspected and approved by the City or ght Coun Soil and Water Conservation District. The City or Wright County Soil and Water Aff Conse on District may impose additional erosiontrot, and storm water requirements if sonably require All areas disturbed by the excavation and ba kfilling operations shall be restored as ntified in the Construction Stormwater d"eral Permit/SWPPP, unless authorized approved by the y Engineer, AM which approval shall not be unreasonably withheld. Except as otherwis vided in the erosi ontrol plan, seed shall be accordance with the City's � ent seeding specificahon to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) days after receipt of such notice, then the City will take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within 194066vl 153 C ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Development is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The Development shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan. The plans shall conform to the most current City of Monticello General Specifications and Standard Detail Plates. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall 00— provide provide the City withan"as constructed" grading plan Ad by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public ease is or land owned)*he City. Additionally, the "as constructed" grading plan will include a certificati at the grading following construction activities* been undisturbed or has beets reA he s d in the grading plan. The "as strutted" plan shall include field verif d elevae following: a) cross sections of ponds; b) locat on and elevations along all swales�tl , wetltiorl if any, ditches,locations and dimensions o borrow areas/stockpiles, and insta ed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Development, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day 194066v1 154 7 for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Development is in full compliance with the requirements of this Paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon compln of the work ani require this Contract, the improvements lying within public easeme shall become Cit; without further notice or action. 44, 20. CITY ENGINEERING ADMINISTRATION �ND CONSTRUCTION va OBSERVATION. The Developer shall pay a fee for the City's engineering administration lated to grading an restoration of the Subject PropIty engineering almini• tion will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), or $2,000 minimum of the estimated construction cost of the Subject Property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $2040.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of 194066v1 155 proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The D veloper shall submit an escrow deposit for fees for City staff administration relating �NA to proc ng of the UD and associated administration. Fees for this service shall be at standard hourly rates per e City's adopted fee schedule estimated to tw)percent (2. ), or $2,000 mini , of the estimated construction cost of the Public Improvemen s and (Grading, assuming normal cons ion and project eduling. Developer will provide a $2,000 escrow, which is se ate and in additio to any other escrow ds for this Development. This un subject to reconcili n based on actual is at the completion of the project. is B. The Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. 1940660 156 E C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Develo nt has been completed in accordance with this Agreement. If additional escrow aiWnts are required r such cost urred beyond escrow dep sit, the Developer hall be billed directly for such costs and there shall b issuance of o upancy permits until all such obligations have been lly paid. 22. CLAIMS. In the event the C* receives claims from labor, materialmen others that work required by this Contract has been performed the sums due them e not been paid, a e laborers, materialme�rs are seeking payment lom the Cit the Dvio er ereb authorizes the Cit to g p Ym Y� p Y Y commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA CHARGE. The Development is subject to a total storm sewer area charge of $67,949.60. The area charge is based on the gross area of the final Development less any area credit for pond area, and is calculated as follows: 194066v1 157 10 BASE STORM SEWER AREA CHARGE $3,543.00 x 6.28 = $22,250.04 ALTERNATE STORMSEWER AREA CHARGE $7,277.00 x 6.28 = $45,699.56 The total storm sewer area charge for the Development of $67,949.60 shall be paid based upon acreage by development phase per Plan "J" and shall be payable in cash at the time of building permit for each phase. 24. SANITARY SEWER AREA CHARGE. The Development is subject to a total sanitary sewer area charge of $20,824.480. The area charge is based on the gross area of the final Development and is calcu ated as follows: r ■ 6.28 a x $3,316/acre = $20,824.48 I The total sanitary se rea charge sh be paid based upo creage b evelopment phas r Plan "J" r and shall be payable i sh at the time buildingffrmit f ch phase. 25. WAT MAIN AREA CHAR . The Development is subject to a total w main area chargeff $15,398.560. The area charge is base the gross area of the Development is calculate as ollows: 6.28 acres x $2,452/acre = $15,398.56 The watermain area charge shall be paid based upon acreage by development phase per Plan "J" and shall be payable in cash at the time of building permit for each phase. 26. PARK DEDICATION AND TRAILS. Not applicable. 27. SPECIAL PROVISIONS. The following special provisions shall apply to the Development: A. Implementation of the recommendations listed in the City Council Approved Conditions dated September 11th, 2017 and August 14th, 2017. 194066v1 158 11 B. Implementation of the recommendations listed in the City's Engineering Report dated July 5, 2017 prepared by Shibani K. Bisson, PE. C. Prior to City Council approval of the final Development, the Developer shall furnish a boundary survey of the proposed property to be developed with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. D. The Landscaping shall be completed as per the approved Landscaping Plan. The Developer is responsible for providing t estimate for site landscaping including trees, shrubs, sod, irrigation, rock mulc, seed, fences, etc. The City will retain the suretyf ne (1) year after installation. 1 Upon siactory completion of the required landscaping the escrow f without interest, any draw made by the City, shall be returned to the landscape is not installed, talled, the City is gr ed a using the escrowed funds deposited by th ve E. Per the City's zoning spaces in the entry parking area. who deposited the funds with the City. If to enter upon the lost(s) and install at the time that thilding permit was it ed. e, the Dev'elo'pers all provide five (5) parking F. The Development will not allow for any active business to be conducted on the premises and will not allow outdoor storage. G. Developer will execute a stormwater maintenance agreement for the private storm water system on the Development. H. The Developer is required to submit the final Development in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. 194066v1 159 12 28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, 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 or cash security, in the form attached hereto, from a bank ("security") for $_.00, plus a cash fee of $8,040.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Erosion Control/Grading Certification Landscaphig CONSTRUCTION SUB-' OTHER COSTS: TOTAL COSTS TED) $18,840.00 $ developer --mo% $.00 $ 00.00 $00.00 TOTAL SECURITIES: Total Costs X 125°/ $00.00 This breakdown is for historical reference; it is not a restriction he use If the security. Th nk shall be subject to the approval of the Cit Administrator. The security shall be for a term ending whe aintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal 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 that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all 194066v1 160 13 improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Development approval: Legal (2%) Planning (2%) Engineering and Inspection milkding an Restoration (3%) Administrative Fees for PUD Administration(2%) A Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 2,000.00 $ 2,000.00 �0 $ 2,000.00 _ $ 8,040.00 30. WARRANTY. The Developer warrants all improvements required to be pursuant to this Con again4$oor ma 'al and faulty workmanship. te warranty pe underground utilities is two years and shat FPV Council. The Developer or its Contractors Mce following completion and acceptance t maintenancelonds• the amount of M five by it percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the Development, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection 194066v1 161 14 with approval and acceptance of the Development, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting the Development. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless 'Ar—` f from claims made by it and third parties for damages sustained or costs incurred resulting from development )or NA approval and the De ment a Developer shall indemnify the CityIs its officers, employees, and agents for all costs, da es, o xpens>Ifhich the Ci�y m ay or in in consequence o h claims, including reasonable eys costs. C. e De per Of reimburse the City for costs urred in the enfor ent of this Contra cluding engineering and attorneys' fees. D. The Developer shall pay, cause to be pal when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello 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. If the bills are not paid on time, the City 194066v1 162 15 may halt the development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) 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. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. =r 32. DEV PER'S DEFAN. In the event of default by the Developer as to of the work to be performed t herjunder, the City may, s option, perform the work and the loper shall promptly reimburse t ity for any expense incurred y the City, provided the Developer, e t in an emergenj as determined by the City, is first given notice of the work in d fault, not less tha y -eight (48) hours in advance. This Contract is a license for,the City to act, and all not be necess or the City to seek a Court for permsion to enter theland. When the Atty does any such work, the lty may, in addition to its other remedies, assess the cost in whole or in part. 33. MISCELLANEOUS. A. The Developer represents to the City that the Development 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 Development ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. 194066v1 163 16 B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. 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. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improveme he City, De er, its contractors, subcontractors, material men, employees, ag or thi arties. sewer an a onnectior rmits may be issued and no one may oc y a buildin which a building permit i ued on either a temporary or permanent basis until the streets needed for ss have been ed with tuminous urface and the utilities aretepted by the City E eer. he act or inac of ity shall not constitute a waiver or ameent to the provisions o t is Contract. To e binding, amen ments or waivers in writing, signethe 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. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being developed and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being developed; and that the Developer will indemnify and hold the City harmless for any 194066v1 164 17 breach of the foregoing covenants. In the event this contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit ticy of $1,000,000 or more. The City shall be named as an unk additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage PM i prior to commencement of any construction. The certificate shall providat the City must b ven ten (10) days advance written notice of the cancellation oAhe insurance. I. Each right, power or remedy herein confe ed upt e City is cumula and in addition to right, p er or remed , express or implied, nowreafter arising, lable to 60# a � City, at law or in equity, or un er any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the land, until all conditions of assignment are met. 194066v1 165 In K. Retaining walls over 4 feet, or that otherwise 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 City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees agents, or mailed to the Developer by certified mail at the followi ddress: 1 120thpWeet NE, Box 16M,ticello, Minnesota 55362-1677. Notices to the Cit all be in w and shall be either hand delivered to the City Administrator, or Alped to the City by certi d mail in ca f the City Administrator at the following address: Monticello City Hall, 505 Walnut Jjeet, Monti , Minnesota 553 , with a cop the &Y Attorney by regular mail ai at: Campbell Knutson, P.A., Grandak Of Center 0 Gentian Road, #29 agan, Minnesota 21. U Remainder of page intentionally left blank. Signatures on the following pages. 194066v1 166 19 CITY OF MONTICELLO Lo (SEAL) Brian Stumpf, Mayor Jeff O'Neill, City Administrator STATE OF MINNESOTA ) .Mlk (ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this7cAdministr of , 201_, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor ana f the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursua the authority granted by its City Council. 1 ks Notary Public Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 194066v1 167 20 DEVELOPER: KB PROPERTIES LLC LOW STATE OF MINNESOTA ) ( ss. COUNTY OF ) Keith M. Burnham, Its The foregoing instrument was acknowledged before me this 201_, by Keith M. Burnham, the of KBTerties LI limited ]iMbility corporation, on its behalf. Is DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 194066v1 W Is 168 21 EXHIBIT "A" to DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT Lot 11, Block 4, GROVELAND ADDITION, according to the recorded plat thereof, Wright County, Minnesota. 22 194066v1 169 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number , agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 201. LM STATE OF MINNESOTA Its ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2 , by the , of a , on its behalf. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 23 194066vl 170 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) "; b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. 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 (which shall be November 30 of each year), the Bank delivers written notice to the Monticello 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: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, 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 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. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm Its 24 194066v1 171 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 25 194066v1 172 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On BY: Authorized Insurance Representative 26 194066v1 173 City Council Agenda: 09/11/17 2I. Consideration to approve an assignment of the Development Contract for Featherstone 3rd Addition from Gold Nugget Development to Novak -Fleck. (AS) A. REFERENCE AND BACKGROUND: Gold Nugget Development has requested that the City authorize an assignment of the Development Contract for Featherstone Yd Addition to Novak Fleck Incorporated. The City Council approved the final plat and development agreement for Featherstone 3rd Addition on August 14th, 2017. Upon completion of recording of the development agreement and final plat, current property owner, Gold Nugget Development intends to sell the lots to Novak Fleck. Novak Fleck has constructed units within the Featherstone 1St and 2nd Development. Per the assignment prepared, Novak Fleck is obligated to the same conditions and terms of the original development contract approved for Featherstone 3rd Addition. No amendment to the contract has been proposed. Al. Budget Impact: Limited to the preparation of the assignment agreement by the City Attorney's office. Expenses for the preparation will be coded against the plat project legal escrow deposit. A2. Staff Workload Impact: Staff impacts at this time are limited to the coordination of the assignment and preparation of this report. B. ALTERNATIVE ACTIONS: Motion to approve an assignment of the Development Contract for Featherstone 3rd Addition from Gold Nugget Development to Novak -Fleck Incorporated. 2. Motion to deny approve an assignment of the Development Contract for Featherstone 3rd Addition from Gold Nugget Development to Novak -Fleck Incorporated. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. All rights and obligations per the original contract remain in place. D. SUPPORTING DATA: • Assignment of Development Contract 174 (reserved for recording information) ASSIGNMENT OF DEVELOPMENT CONTRACT ASSIGNMENT dated , 201_, by, between, and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"); GOLD NUGGET DEVELOPMENT INC., a Minnesota corporation ("Developer"); and NOVAK-FLECK INCORPORATED, whose registered office address is 8857 Zealand Avenue North, Brooklyn Park, Minnesota 55445-1895 ("Successor Developer"). RECITALS A. The City and Developer previously entered into a Development Contract and Planned Unit Development Agreement dated August 14th, 2017 and filed of record on 2017, with the Wright County Recorder/Registrar of Titles as Document Number concerning the plat of FEATHERSTONE THIRD ADDITION ("Development Contract"). B. The Developer has asked the City to approve the assignment of its rights and obligations under the Development Contract to the Successor Developer. NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. ASSIGNMENT. The Developer's rights and obligations under the Development Contract is assigned to the Successor Developer subject to the terms, covenants and conditions of this Assignment. The Successor Developer accepts the assignment and agrees to be bound by its terms and assumes all of the obligations of the Developer under the Development Contract dated August 14th, 2017 and recorded as Wright County Document Number 194057v2 1 175 2. EFFECTIVE DATE OF ASSIGNMENT. This Assignment shall be effective when the Successor Developer furnishes the City any and all security required by the Development Contract. 3. BINDING EFFECT/RECORDING. This Assignment will be recorded against the title to the land described on Exhibit "A" attached hereto and is binding upon the parties, their successors, heirs, and assigns. [The remainder of this page has been intentionally left blank. Signature pages follow.] 194057v2 2 176 CITY: CITY OF MONTICELLO Brian Stumpf, Mayor (SEAL) Jeff O'Neill, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 201_, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 194057v2 3 177 DEVELOPER: GOLD NUGGET DEVELOPMENT INC. M. STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its [print name] [title] The foregoing instrument was acknowledged before me this day of , 201_, by the of Gold Nugget Development Inc., a Minnesota corporation, on its behalf. Notary Public 194057v2 4 178 SUCCESSOR DEVELOPER: NOVAK-FLECK INCORPORATED M. STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its [print name] [title] The foregoing instrument was acknowledged before me this day of 201_, by the of Novak -Fleck Incorporated, a Minnesota corporation, on its behalf. Notary Public DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 194057v2 5 179 EXHIBIT "A" to ASSIGNMENT OF DEVELOPMENT AGREEMENT [Insert legal of platted property] 194057v2 180 City Council Agenda: 09/11/17 2J. Consideration to call for a public hearing on October 3rd, 2017 by the Monticello Planning Commission for an amendment to Conditional Use Permit for Planned Unit Development for Hi-Wav Liquors sign height and area allowances. (AS) A. REFERENCE AND BACKGROUND: The City Council is asked to call for public hearing by the Planning Commission on October 3rd, 2017 for amendment to an existing PUD for the Hi -Way Liquors/Town Center area to allow additional sign area and height for the pylon sign at Hi -Way Liquors. Earlier in 2017, the City Council directed that Hi -Way Liquors look at a sign upgrade for the existing free-standing pylon along TH25. Liquor store, Community Development and Communications staff worked together to prepare a quote for refurbishment of the existing sign. In research completed for the quote process, both maintenance of the current digital message board area, which is approximately 24 square feet, and a slightly larger digital sign size of 30-35 square feet were discussed. Examples of digital reader boards seen in place that were similar in height and distance from right of way/travel lanes were reviewed. A digital sign of between 30-35 square feet could be accommodated within the existing support structures on either side of the current sign. The current size of the reader board meets zoning ordinance requirements, which allow up to 25% of a maximum of the allowed 100 square feet of sign area for changeable copy board, or 25 square feet total. To move toward the larger digital sign, a PUD amendment would be required. Other elements of the sign would be upgraded or enhanced as part of the project, including the main "Hi -Way Liquors" sign component and the sign base. The "Monticello City Office/Community Center" component is not proposed to change, unless directed by the Council. As part of the PUD review, staff will prepare a design recommendation based on the quotes for Council consideration. Council will also need to review and accept quotes for the preferred design. At this time, staff is requesting that Council call for the hearing to allow staff to review quote information and propose to the Council and Planning Commission the sign that best meets the needs of Hi -Way Liquors. If the larger sign is recommended, or if other elements of the sign require adjustment, the PUD amendment will allow additional flexibility from the base code standard to be considered. Al. Budget Impact: The budget impact for the hearing is limited to preparation and publication of the notice. Budget impact for the sign itself would be part of a later Council consideration. 181 City Council Agenda: 09/11/17 A2. Staff Workload Impact: Staff impacts at this time are limited to the coordination for quote process and preparation of this report. Staff time will also be dedicated to the review of the sign design, quotes and PUD analysis. A3. Strategic Goals: This request aligns with the City's Strategic Goal of "Supporting a Vibrant Economy" by providing Hi -Way Liquors the opportunity to enhance their marketing image through site signage. B. ALTERNATIVE ACTIONS: Motion to call for a public hearing on October 3rd, 2017 by the Monticello Planning Commission for an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign height and area allowances. 2. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. Calling for the hearing allows the City the opportunity to evaluate ordinance flexibility for the Hi -Way Liquors sign. The City Council will evaluate sign design and value as part of the quote acceptance and PUD process. D. SUPPORTING DATA: A. Existing Hi -Way Liquors Sign Image & Measurements B. Monticello Zoning Ordinance, Excerpt 182 p Hl-WAY LIQUORS : a.■ 11 IN .1 . ........ '77 I 1 61 d 0- 77 m OAKTROMMa 13AL^xr A MONTICELLO CITY OFFICES ♦COMMUNITY CENTER CHAPTER 4: FINISHING STANDARDS Section 4.5 Signs Subsection (H) General Provisions (12) Height The top of a wall sign, including its superstructure, if any, shall be no higher than the roof of the building to which such sign may be attached. (13) Landscaping A site plan shall be submitted as a part of any application for a freestanding sign which includes plans for the landscaping of the area near the sign, and which demonstrates that the sign will complement the existing or proposed general site landscaping of the property. (14) Vehicle Fuel Facilities Signs for vehicle fuel facilities shall be regulated by the sign provisions for the zoning district in which the facility is located, except that within a freestanding sign, an area not to exceed sixteen (16) square feet shall be allowed for continuous display (no flashing, scrolling or other animation) of electronic or non -electronic changeable copy identifying current fuel prices in accordance with Minnesota state statutes section 239.751. (15) Window Signs Window signs are not considered a part of the maximum sign area otherwise allowed under Section 4.5 of this ordinance and do not require a permit. (16) Changeable Copy Signs (a) Changeable copy signs are subject to the following additional regulations: (i) Signs must be permanently anchored to the structure. (ii) Signs must be incorporated within the overall sign structure for both monument and pylon signs and must be consistent in design with the sign structure. (b) Within commercial and industrial districts and for civic and institutional uses including, but not limited to, public school facilities, hospital and medical facilities, municipal facilities and places of public assembly, one (1) changeable copy sign shall be allowed per site provided that the area of the sign not exceed twenty-five (25) percent of the allowable sign area or fifty (50) square feet, whichever is less, for a freestanding or wall sign. The area of this sign shall be counted against the maximum sign area for the building, except where the property owner has agreed to forgo the use of temporary signs in accordance Section 4.5(I)(2) in which case the area of the changeable copy sign shall be allowed in excess of the maximum sign area. City of Monticello Zoning Ordinance Page 245 184 CHAPTER 4: FINISHING STANDARDS Section 4.S Signs Subsection (H) General Provisions (17) Time and Temperature Signs Within commercial and industrial zoning districts, an area not to exceed sixteen (16) square feet within a freestanding or wall sign shall be allowed for display of an electronic time and temperature sign subject to the sign provisions for the zoning district in which the sign is located. (18) Projecting Signs Projecting signs may be allowed in commercial districts provided that: (a) There is a minimum of eight (8) feet of clearance under the base of the sign to the ground below. (b) The sign does not project more than five (5) feet beyond the wall to which it is mounted, may not project over any vehicular drive aisle or traveled portion of a public or private street and except in the CCD, Central Community District may not project over a public right-of-way. (c) The area of the projecting sign is not more than fifty (50) percent of the maximum area allowed for an individual wall sign in the respective zoning district in Section 4.5(J). (19) Dynamic Displays Page 246 (a) Findings Based on studies related to the use of dynamic sign displays and driver distraction, the City finds that dynamic signs, as defined by the zoning ordinance, have a unique potential to create driver distraction, a major cause of traffic crashes. As a result, the City has adopted special regulations that relate to such signs. These regulations shall apply to all proposed dynamic signage in the City, whether new or existing, conforming or non -conforming at the time of adoption of this ordinance. (b) Regulations governing Dynamic Sign Displays (i) Dynamic sign displays shall have messages that change instantaneously, and do not fade, dissolve, blink, or appear to simulate motion in any way. Prohibited blinking signs shall include signs which are displayed as continuous solid messages for less than the time required by subpart (iii) of this subsection below. The exception to this regulation is the allowance of messages that appear to scroll horizontally across the sign, but are otherwise in compliance with the requirements of this ordinance, including the definition of "scrolling signs". City of Monticello Zoning Ordinance 185 CHAPTER 4: FINISHING STANDARDS Section 4.5 Signs Subsection (H) General Provisions (ii) Dynamic sign displays shall not be permitted in any Residential zoning district. (iii) Dynamic sign displays shall be permanent signs. (iv) No dynamic sign display shall change more than one time per three (3) second period; time and temperature displays may change as frequently as once every three (3) seconds. (v) Dynamic sign displays shall be no brighter than other illuminated signs in the same district. (vi) Dynamic sign displays shall be designed to freeze the display in the event of malfunction, and the owner shall discontinue the display immediately upon malfunction, or upon notice from the City that the display violates the City's regulations. (vii) Applicants for dynamic sign displays shall sign a license agreement supplemental to the building permit agreeing to operation of a sign in conformance with these regulations. Violation of these regulations shall result in forfeiture of the license, and the City shall be authorized to arrange disconnection of electrical service to the sign display. (viii) No dynamic sign display shall be permitted to be located in a yard or on the side of a building which abuts a residentially zoned parcel. (20) Design and Materials Standards for Signs in Commercial Districts, Industrial Districts, the CCD District, PUDs, and Performance Based Enhancement District Development (a) In General The design and materials of any sign shall be consistent with the building materials requirements of the district in which the sign is located, and shall be the same as, or compatible with, the materials and design of the principal building(s) on the property. (b) Specific Materials for Pylon Signs All exposed pole or post structures must be wrapped or faced with stucco, architectural metal, brick or stone consistent with building architecture. City of Monticello Zoning Ordinance Page 247 186 City Council Agenda: 09/11/2017 2K. Consideration of authorizine stormwater repairs on the river outlet at Maple Street at a cost of $13,650 (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider excepting quotes from 3 contractors: Molitor Excavating Inc. of Waite Park MN, Latour Construction Inc. of Maple Lake MN, and Northdale Construction Co, Inc. of Albertville MN. In 1977, the City of Monticello did a reconstruction project in the city rebuilding the streets and adding curb and gutter. With the addition of curb and gutter, underground storm water lines were installed for run off to the Mississippi River. The 66" diameter line that runs under Maple St. and outlets to the river has settled and needs to be reconstructed. This consists of removing 20' of pipe on the river bank, correcting the damage, reinstalling and repairing the river bank. A permit has been requested from the DNR for this project and we don't anticipate any problems. The quotes received are: Molitor Excavating for $39,670.00, LaTour Construction for $28,279.00 and Northdale Construction for $13,650.00. Staff is recommending Northdale Construction, this is the company that did our 2016 core city project and we were very pleased with the work. Al. Budget Impact: Public Works has budgeted appropriate funds in the 2017 Storm Water Budget. A2. Staff Workload Impact: Staff workload for this project will be inspections covered by in-house inspector. B. ALTERNATIVE ACTIONS: 1. Motion to authorize Northdale Construction Co. Inc. of Albertville MN for $13,650.00 2. Motion to deny work at this time. C. STAFF RECOMMENDATION: City staff recommends the City Council approve Northdale Constructions quote and to proceed with the work. D. SUPPORTING DATA: 0 Quotes Tom Moores From: Mark Kostreba <MarkK@northdaleconst.com> Sent: Thursday, August 17, 2017 2:08 PM To: Tom Moores Cc: Ray McCourtney; Phil Lesnar Subject: Remove & Reset 66" Apron Monticello, MN Attachments: 20170817134740662.pdf Tom, RE: Remove & Reset 1 piece of pipe and the 66" apron —West River Road & Maple Thank you for the additional information this morning. I spoke with our Superintendent Ray McCourtney and explained the project. Remove and reset the 66" apron and 1 piece of 66" pipe — install new rock foundation under the pipe and install new joint ties, repour the concrete cap at the end of the apron The city / others will take care of clearing trees, any permits and restoration. We will complete the project on a Time & Material basis under your direction. Attached you will find our Equipment rental rates. We would anticipate lowboy time in and out, 1 Larger excavator, foremans pickup, skidsteer or loader and men. Looking at our current schedule —we are available about August 28, 2017. Thank you again. Mark Kostreba Estimator/ Project Manager Northdale Construction Cc, Inc. Albertville, MN 55301 763-428-4868 763-428-4997 (fax) 320-428-4438 (cell) markkCcDnorthdaleconst.com Remove & Reset 66" Apron West River Road & Maple Monticello, MN Remove & Reinstall 1 piece of 66" pipe and the 66" FES LS 1 $10,000 $10,000 1.5" - 3" rock - foundation Yd 24 $50 $1,200 RIP Rap - Not grouted YD 14 $75 $1,050 Concrete on top of cap or on rip rap YD 4 $350 $1,400 Total $13,650 By City / Others Clearing trees Permits Restoration Mo- for Excavating. Inc. --- SEWERS .and WATERLINES --- 1155 23" Avenue South, Waite Park, MN 56387 Bus: (320) 252-8010 --Fax: (320) 252-8014 Paul Molitor Cell# 320-980-1742 DATE: August 10, 2017 CELL: 763-370-7442 EMAIL: matt.theisen@ci.monticello.mn.us TO: City of Monticello ATTN: Matt Theisen JOBSITE: Intersection of River St. & Maple St. Repair Existing 66" FES We propose to excavate, remove and relay existing FES, and 15t stick of pipe upstream, including new tie rods, rip/rap, and pipe bedding. Price based on work to be done when water level is below a 896.30. EXCLUDES: -Sheet piling, anchor bolts, etc. -All restoration -River/DNR permits -Erosion-control /S W P P P -pe r m i t MOLITOR EXCAVATING, INC. 1 X bid AcceptedPAUL MOLITO/� Ej=w LA TOUR CONSTRUCT/ON INC. 2134 Co. Rd. 8 NW Maple Lake, MN 553W (320) 963`5993 Fax (320) 963-6017 STORM SEWER REPAIR MONTICELLO, MN ITEM # BID ITEM DESCRIPTION BASE BID 1.00 1 MOBILIZATION 2 REMOVE EXISTING 66" FES 3 REMOVE EXISTING 66" RC PIPE 4 RELAY EXISTING 66" RC PIPE 5 RESET 66" FES 6 TIE JOINTS 7 66" DIA CONSTRUCTION JOINT 2.00 (IF NEEDED) 8 RIPRAP CLASS 3 (OPTIONAL) 9 BEDDING ROCK (IF NEEDED) 10 HAUL OFF CONCRETE RUBBLE 3,425.00 (IF REQUIRED) TOTAL BID DATE: 8/21/2017 BID TIME: UNIT QUANITY UNIT TOTAL PRICE LS 1.00 $ 8,675.00 $ 8,675.00 EA 1.00 $ 3,150.00 $ 3,150.00 EA 2.00 $ 1,465.00 $ 2,930.00 EA 2.00 $ 1,600.00 $ 3,200.00 EA 1.00 $ 3,425.00 $ 3,425.00 EA 3.00 $ 330.00 $ 990.00 EA 1.00 $ 1,350.00 $ 1,350.00 CY 32.00 $ 105.00 $ 3,360.00 CY 12.00 $ 52.00 $ 624.00 LD 1.00 $ 575.00 $ 575.00 "Equal Opportunity Contractor" $ 28,279.00 City Council Agenda: 09/11/17 3A. Consideration of adopting Resolution 2017-59 approving a vacation of drainage and utilitv easements for Lot 3, Block 17, Lot 1, Block 18; and Outlot A, Autumn Ridge 3rd Addition. (AS/RM) A. REFERENCE AND BACKGROUND: Ocello, LLC has requested that the City Council consider the vacation of drainage and utility easements within the common area of the Autumn Ridge 3rd Addition. The property owner, along with co -applicant SW Wold, have submitted an application for final and rezoning to PUD to replat a portion of the Autumn Ridge 3rd area as Autumn Ridge Villas, consisting of 41 detached single-family homes. Required drainage and utility easements are as proposed with the plat of Autumn Ridge Villas. The vacation petition request that the City vacates all drainage and utility easements in the common area of Autumn Ridge 3rd Addition, Outlot A, as well as the small areas of drainage and utility easements for Lot 3, Block 17 and Lot 1, Block 18 of Autumn Ridge 3rd Addition, then re-established drainage and utility easements over the entire common areas of the proposed Outlots A and B of Autumn Ridge Villas. The Engineering Department has reviewed both the proposed vacation and the proposed drainage and utility easements on the plat of Autumn Ridge Villas and has found that the proposed vacation appears to be acceptable, subject to the requirement that the developer will need to verify that all private utilities will be contained within the proposed drainage and utility easements. City staff has published the required notices in the Monticello Times and sent notice to affected property owners. Al. Budget Impact: Notification expenses for hearing are covered through the application fee. A2. Staff Workload Impact: Staff impacts at this time are limited to the preparation of the notice documents and review of the petition. An escrow has been provided with the project that will be used to cover the review expenses. B. ALTERNATIVE ACTIONS: Motion to adopt Resolution 2017-59, vacating drainage and utility easements over and across Autumn Ridge 3rd Addition as described in the petition, contingent on: a. Approval of the plat of Autumn Ridge Villas for re-establishment of required drainage and utility easements. b. Verification that private utilities are within proposed drainage and utility easements for the plat of Autumn Ridge Villas. 2. Motion to deny the vacation of drainage and utility easements over and across Autumn Ridge 3rd Addition as described in the petition 187 City Council Agenda: 09/11/17 C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-59 B. Petition for Vacation C. Easement Vacation Exhibit, Proposed Plat of Autumn Ridge Villas D. Plat of Autumn Ridge Yd Addition E. Existing Conditions Survey 188 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-59 RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS FOR LOT 3, BLOCK 17; LOT 1, BLOCK 18; AND OUTLOT A, AUTUMN RIDGE 3P -D ADDITION WHEREAS, pursuant to Minnesota States Section 4152.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affect by the proposed vAation; and WHEREAS, a public hearing on the vacation of drainage and utility easements over the following described property was held on Septemb 11, 2017 at 6: 0 p.m. at the Monticello City Hall: All of the drainage and utility easements embraced within Lot 3; 19; and Outlot A, Autumn Ridge 3rd Addition NOW THEREFORE, BE IT RESOLVED BY THE l MINNESOTA: that the above descri4d drainage and ADOPTED BY the Jeff O'Neill, City City Council this Brian Stumpf, Mayor 17; Lot 1 Block CELLO, 189 CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on September 11, 2017, and recorded in minutes of said meeting. Notary Public: Date: (STAMP) Jennifer Schreiber, City Clerk It% 190 DATE TO: Community Development Director City of Monticello To YQom it may Concern: petition on behalf of 9432zlle , fee title property owner of 44C for the vacation of the e-cloa-.11� ALL OF THE DRAINAGE AND UTILITY EASEMENTS EMBRACED WITHIN LOT 3, BLOCK 17; LOT 1 BLOCK 18; AND OUTLOT A, AUTUMN RIDGE 3RD ADDITION, AS DEDICATED ON THE RECORDED PLAT THFREOR WRIGHT COUNTY, MINNESOTA, Thank You, Property Owner's Signature 191 AUTUMN RIDGE VILLAS l/I r- I A / r- n r 1 A I i` r r n r\ r l l _/_ //♦ A \l f-- /1!-!/1/1 <F(I / \ L_ t_ / I Y l / 1 I 1 I /♦/ I 1 L/ //-1 L/ L/ I I I l/ / V- O 1 I / I / 524.39 / _f ?a? , I ------80------y01 - I \` PO •F O \k9 � U`� \ � 9j p/ / / aOgo S�•`� 9ry ym m ; /`O ,i' :: ori I0j.89��`t I L / 807.41'49•Grp' 103.25 W �o S07°41'54'W\\ -, 70.Do d 3 IV co C - N I 00 Z _ 1 01 � 70.00 L/`/07°41'54•E 4 oaa i 10.72 1 `' I X31 1000 --------------- O,n9aIp9/'G �/ O 7f 9C ` i G7J�y F O% VICINITY MAP SECTION 14, T121, R26 NOT TO SCALE Z - AI r-1 r\ / A/` / —I— / / n r\ r l 1 —/— I/\ A I `. f I f 1 f l 1 1\ l 1 1 n SE COR OF SW 1/4 SEC. I4, --- (i T. 121, R. 25 WRIGHT COUITY C.I.M. N00.01'20'W —671.02— EAST 71.02`--EAST LINE OF THE SW 1/4 OF o SEC. 14, T. 121, R. 25 21.47 0 VW 1164.18 i � \ -- EAST LINE OF OUTLOT A. ` AUTUMN RIDGE 3RD ADDITION 8k9F"'N 500.01'23"E 9'.69 SIO.13' g W5`y9 M "8"103.83 66.551 125.34\ 8?f t / 74.00'i N d S07•.18'02•W S1J 22 .51.62-T ` H / f2 pa f?S k• k,23'Y : 3 ! .N- 0 ci -4341 20- q C: , / / g \egp0 5�'98p5 '•neo/ 7� �r y% \ W n ./ /G •/1�.. `3t,, i,4' ."_ , 'lN�•.,JC-" ��.r/ !/ N /•'� c4:YT� N,[\ /8zl • _j9 = `j� . W , 039z, 149.11 oiil wdti/ 04 I N00.33'49'W 0( ?0 63.08 59.20-svW 108.91 N/e•fa Uj.� \�� UUILUI H DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A r _I f�I 15285 S00"1604"E 169.50 THE EAST LINE OF OUTLOT A, AUTUMN RIDGE 3RD ADDITION IS ASSUMED TO HAVE A BEARING OF NOO'01'20"W. 0 Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown. [ALL OF THE DRAINAGE AND U77UTY EASEMENTS EMBRACED WITHIN LOT 3, BLOCK 17,• LOT 1 BLOCK 18,• AND OUMOT A, AUTUMN RIDGE 3RD ADDITION, AS DEDICATED ON THE RECORDED PLAT THEREOF, WRIGHT COUNTY, MINNESOTA, HAVE BEEN VACATED PER DOC. NO. 7 Z _ Scale in feet i 0 50 100 150 ONE INCH EQUALS FIFTY FEET STORM DRAIN EASEMENT TO CITY OF MONTICELLO PER DOC. NO. 616770 19ALLIANT VI I L♦ .L rlL I I—" I I ( I r= I • I r- "\ r W,,: ♦ • / ♦ ry ry r� .I I -I- I y • I / I I I I 11 11\I ♦ L_ L I I r 1 .-1 ,\ 1 1 \! \i I r L/ /-1 L! l/ I r I" /\ r. rry I I / r - h h r /i / • / / 'N00°07'17"E 1184.18 `- 51139 Mn 790p 7t S1 'IS'i6•W / r 7yPo S/). L1_ 1 J 80 \SAOp1•cA o ="0 W 7tPo 71 Isi pl / �j / / ,W 71M /!•w ,JOPo 51 ro75� I� p0 n 11 c S. W 7%., - JI ao0 1./� 1"� � ' b' � /Po 7g W 1900 7a a0 7 6 $ } /��Y/.J,,7 y R 20 J 79Po o 0 4R 58 6S / /�� :9 -3� 40 `J $4 ! '•-J lq '03 ItPo 71 Po 71 l .8. No S L1JN1Jpf .1l.,° 7100 9t 2 / / NI, z171 hoN m$ a00 la / ♦ `.I. //�/•y� �P$. Qi, $ "� 1\OE \SAS r 6f lS/pp7gM Nq)t 19.M 1a W11ro1,5AN SO7'S0'l17y "il. 1 510 / / C 1 7000 , ' / OU TLOT A 5 8 ' yyry^o r`b / r / \� !goo ys i t eZpO / O, OWIIQ f OIUI1'G4Yd! S 5 7000 " $ $ 2• $' / e0` 1"� l _ oNR /It6artora 17b a00 7900 .: ; 1 Po qJ / ` y900 7 a `�, ) 4 8 = �.(�° los h 7' 'a 4 S {11 $z/ / 00 Ir 3 ,�,, f'" 4a/ 47 F3 d' �b w' ;r3F 1q� 0 3 $ �j 1 s�JJO Ls.J y^1 )N ?9Po /y^�•M1 a Po 7000 /0 " ( v 1 VNl : $ •Ps .� iPo 6'� a: / / 7gcA 519 8 J°ro 8 Szr Nllroi 5� W o Ctg• J L i J al w •b o� 3 �Po gF1N / W 8h Po 8h 8 Jp J il• 1 oo z loop W ^ 8 1 Po - - J 1" Nol'sp•!rr v 4•,. ._ o / � 8 8 0 h 80 SviO t,� aJ / GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) o DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT FOUND O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT TO BE SET AND MARKED BY LICENSE NO. 17255 WITHIN ONE YEAR OF RECORDING OF THIS PLAT. FOR THE PURPOSES OF THIS SURVEY THE EAST LINE OF THE SW 1/4 OF SECTION 14, T. 121, R 25 HAS AN ASSUMED BEARING OF N 00'07'17" E. _ hL04 ` ym8 '0Po 83 5 ^.� '0Po 8 7 M1 ?s? 86 N00°07'24" 6Cb �>% DETAIL (NOT TO SCALE) �atro °q cY .1 DETAIL "-J I Cr . I f i ; ^�` L; L i 1 T; 1 `I I\ I ► / I $qq C I \ SOO 07;17-W 67100I ,ttn•6o'°et 155160 A f / _ _ Ip 501'411977 717W / /►t EAST UNE OF THE SR 1/4 OF SEC 11. 1 171• R 75 - /I 'T NJo�sp.• / I /mn•Ist � I I/ I =� I 2soo issl� ,yPoSJ 'S1• �� & Po [• - WClj C n lo ^' cl! N g"' $ f y�15 8,18 J9Po e 38 8 ,02 8 C" z Is 8� �aOO •roA �12`O ~ 3 H7171Q) t5 �Jp9F z,� 4 $ Po �I / zyPo =bh 5 8 4? 1 /• $ ��z•0Po n ?kU� , S!T/0'17Y � S7g�V p 4 /p.Q,b„ 1976-; � ,p °/• 8 /oy M1 / I / / / /// �M 8 St (' 8 '• / / / )0 ,e 00 � 'r NI,7 Po / j '0 h N S7iy41:w 8 y i 8 � 411 h 9 / / \\� •E' ')p/SJ}y yis 8 7pPo g e try / / '0w g 760'. fl fl� 8 g 529.°�Po •J7 3 : v. 2vlo r J�9 J ob 70 F � A McCOMBS FRANK ROOS ASSOCIATES, IM. ENGINEERS AND LAND SURVEYORS .1 DETAIL "-J Cr . ,\ / $qq C I \ ,ttn•6o'°et 155160 A f McCOMBS FRANK ROOS ASSOCIATES, IM. ENGINEERS AND LAND SURVEYORS II II — -- — — — — — — — ` — — SCHOOL BL VD. �iMSfi g (PUBLIC) nN--22 S8V58r38'W 477.41 —OEC OE LEGAL DESCRIPTION Autumn Ridge Third Addition, Wright County, Minnesota, except Lots 1-6, Block 1 and Lots 1-6, Block 2. NOTES 1. This survey and the property description shown harem are based upon legal description provided, our in house records and may not depict all easements, appurtenances or encumbrances affecting the property 2 The locations of underground utifi ies are depicted based on information from Gopher State One Call system tar a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact Verify all utilities critical to construction or design 3 The orientation of this bearing system is based on the Wright County Coordinate System NAD83 Coordinates are Wright County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 1995. 4 All distances are in feet 5 The area of the above described property is 479,769 square feet or 11.014 acres. 6 Bench Mark 1: Top nut of hydrant located at the intersection of Apple Lane and Orchard Circle having an elevation of 961.48 feet NGVD29. 7. There is a drainage and utility easement over all o1 Outlot A, pad of Lot 3, Block 17, and part of Lot 1, Block 18 LEGEND 0 IRON PIPE FOUND E HYDRANT G UNDERGROUND GAS g WATER VALVE D SANITARY SEWER CURB STOP —» »� STORM SEWER W/FLARED END SECTION D TELEPHONE BOX WATERMNN QS SANITARY MANHOLE OE OVERHEAD ELECTRIC SIGN O Q ❑ CATCH BASIN M Q ELECTRIC BOX 3 LIGHT 0 0 0 0 FIBER OPTICS VAULT 0 GUY WIRE 0 0 Q STORM MANHOLE U T TR TRANSFORMER O 4 POWER POLE O ® CABLE BOX 0 xsos ai SPOT ELEVATION DENOTES MANAGE ,k UTILITY EASEMENT / 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-inc.com AUTUMN RIDGE VILLAS 0 30 60 120 EXISTING CONDITIONS SURVEY SCALE IN FEET SCHOOL BLVD. & OAKWOOD DRIVE E. MONTICELLO, MN E N I N O M 3 0 0 0 0 0 0 U T O 1 hereby certify that th,s Survey, plan, or report O as prepared by me or under my d,reot 0 superv,s,cn and that I am a duly L,censed Land Surveyor under the laws of the state of Minnesota DENNIS B. OLMSTEAD O j PFOR REVIEW Signature E JUNE 29, 2017 18425 Date License Number I DRAWN BY OL, PLF 3 0 CHECKED BY DBO DATE ISSUED 06/29/17 SCALE1"-60 JOB NO. 217-0060Q FIELD CREW ALJ City Council Agenda: 09/11/17 3B. PUBLIC HEARING -Consideration of adopting Resolution 2017-60 approving the assessments for the TH 25/7' Street Intersection Improvements, Citv Proiect No. 15C004 (SB) A. REFERENCE AND BACKGROUND: At the August 14, 2017 meeting, the City Council declared costs to be assessed, ordered preparation of assessment roll, and called for the assessment hearing for September 11, 2017 for the TH 25/7th Street Intersection Improvement project. The TH 25 and 7th Street intersection improvement project in primarily complete and operational with remaining items such as concrete repairs and other minor punch list items. Improvements to the intersection included signal improvements, addition of right turn lanes and streetscape improvements. A public hearing was held for the project on January 11, 2016 prior to final design, bidding, and construction of the project. A preliminary assessment roll was presented at the public hearing for the project in accordance with Minnesota Statute 429. Now that construction is complete and the final costs are accounted for, a final assessment roll is being presented at this time. Special assessments are proposed for street reconstruction and new sidewalk construction along 7th Street between TH 25 and Cedar Street. The properties proposed to be assessed are Perkins, Taco Bell, Americinn hotel and Hillside cemetery. The street reconstruction rate for 7th Street is proposed to be $65 per front foot, which is based on assessing 50% of the typical street reconstruction costs for a collector roadway. The American Inn Motel (118 7th Street) shares a driveway with Taco Bell (124 7th Street), but does not have frontage on 7th Street. These properties assessments were calculated by using the frontage the Taco Bell property has on 7th Street, and then spreading the assessment to each property based on their acreage. The assessment applied to the Hillside cemetery is based on 25% of the street frontage being assessed since it a corner lot with no driveway access from 7th Street per policy. Sidewalk assessment rates for non-residential properties are proposed to be assessed at $13.50 per front foot, which includes 25% of the cost being assessed and 75% funded with City funds per City policy. Publication and mailing of notices informing property owners of the assessment hearing and amount was provided to satisfy the requirements for public improvement projects in accordance with Minnesota State Statutes Chapter 429. Wright County requires that assessments be certified to the County Auditor by November 30, 2017 for collection with 2018 property taxes. By conducting the assessment hearing on September 11, adequate time for adequate time for certifying the assessment is provided and it also allows time for the 30 -day appeal period should any property owner object to their assessment prior to certification to the County. 195 City Council Agenda: 09/11/17 The assessment is proposed at a 10 -year term at a 4.0% interest rate. Property owners have the option of paying the assessment in full, with no interest accruing, within 30 days of adoption of the assessment roll. Al. Budget Impact: The total estimated project cost for the TH 25 and 7th Street intersection improvements is $1,550,000. This cost includes estimated final construction costs, contingency and indirect costs. This project is being funded using street reconstruction bonds sold in 2016, capital improvement funds, advancement of state aid funds and MnDOT local initiative funds with a portion of the debt being paid by special assessments to benefitting properties. MnDOT's local initiative share is estimated at $400,000. The assessments total $35,165.80. Of this, $29,780 is proposed to be levied to Perkins, Taco Bell and the Americinn hotel for street reconstruction and new sidewalk construction along 7th Street. The assessment assigned to the City -owned Hillside cemetery property is $5,385. The city portion of this assessment will be absorbed through the annual property tax levy and will not be forwarded to the county for addition to the tax statements. A2. Staff Workload Impact: Impacts to staff workload are routine for this process. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017- 60 approving an assessment roll to be certified for 2018 payable tax year for the TH 25/7th intersection improvements, City Project No. 15CO04 2. Motion to deny adoption of Resolution 2017-60 at this time. B. RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-60 B. Final Assessment Roll and Map 2 196 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2017-60 ADOPTING ASSESSMENT ROLL CERTIFYING TH 25/7 TH STREET INTERSECTION IMPROVEMENTS, FOR 2018 PAYABLE TAX YEAR, CITY PROJECT NO. 15CO04 WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for the TH 25/7th Street Intersection Improvement which included street reconstruction, signal improvements, addition of right turn lanes, and streetscape improvements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: Such proposed assessment, copies of which are attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefitted by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in annual installments extending over a period of ten years, the first of the installments to be payable in the tax year of the first Monday in January, 2018, and shall bear interest at the rate of 4% (percent). To the first installment shall be added interest on the entire assessment from October 12, 2017 until December 31, 2018. To each subsequent installment when due shall be added interest for one year on all unpaid installments. Partial payment is not an option. 3. The owner of any property so assessed may, at any time up to the end of day October 11, 2017, pay the whole of the assessment on such property to the City Treasurer, except that no interest shall be charged if the entire assessment is paid within the stated time frame from the adoption of this resolution. In any subsequent year, the owner may pay to the City Treasurer the entire principal amount of the assessment remaining unpaid, with the exception of the amount assessed on the current taxes. Such payment shall be made before November 15th or interest will be charged through December 31 of the next succeeding year. 4. The clerk shall forthwith transmit a certification of this assessment to the County Auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. 197 ADOPTED BY the Monticello City Council this 11th day of September, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator 198 Y LuI'QI J oI� aU) w Wlw F of W CO Z Z LL, LL j j LO � C. W Ui N U?M aq Ln IZ M n v 0) O to V J, LO to 00 .�- Cl) M cs> 63 e» 61)� 6q v> o o (D Lq M co M J _ fR Efl Efl 0 0 W 0 0 0 LO LO LO �I� p co O WOWO o IT LO 00 LO r rn OD j a X m rn 1- o 0 j j W Ui 70 75 (6 c c c IZ n v a ai aa) a` ) J, v C U ? d a 0-1 C C C -� Z Z Z J N N N O O O W LO LO LO �I� p O WOWO W< W w U) w (n W j a X A C Z_U SUSU a az Q ° zz 00 N0 0 w i Q o j �I zI OI O Lu 0 1 I Imo, W W z W W j dl ww U cn Z z1 10 !a d E W U W U O O U Cnj Z LU LLJ LL > J = ILII d o U) o U) w Of 0 Q Zi C 3 J J J J J 2' w - -. I1 f .{I t o - j I O 2 2 C) m d OI S ++� ��OI SIO, c � �� Ui�i W.'Q �Q O O O 0 V I E F— �I IN W J O'Oi O Uid LL '�. V �i�' V O c O O O O Cl) O O (n N WIW w,IU ZiZ' I dz O rn O o O O O 0 0 0 vi cn �HHHi �,ZIU U, p Lo D o� 0 0 LO LO LO _ Q O,W Wi k 2;d o n j 010- M, CN >- >- i oI I z p r N co V .= ILLI G 199 +, f ',•� r Via... er V 4 .� `~-• r 71 F 77 —Project Location Land Use Municipal r fi^ Non -Residential ■ Assessment Map N - Li�Ao TH 25 at 7th Street Intersection Improvements �� '� MoMonticello, MN A0 200 Feet City Project No. 15CO04 Date: 8/9/2017 1 inch = 200 feet 2� City Council Agenda: 09/11/17 4A. Consideration to adopt Resolution 2017-61 approving a special benefit lew by the Citv of Monticello Economic Development Authoritv and Accepting the EDA 2018 budget. (JT/AS/JO/WO) A. REFERENCE & BACKGROUND On August 9, 2017, the EDA adopted its 2018 budget and HRA tax levy. The proposed HRA levy will be the third year of the special benefit levy. The HRA levy is limited to .0185% of the city's taxable market value, which was $1,748,750,200 for tax collection year 2017. The proposed 2018 HRA levy is $323,000, an increase of $43,000 (15.4%) over the 2017 levy of $280,000. The levy replaced an annual transfer from the General Fund to the EDA Fund. The last annual transfer of $94,900 occurred in 2015. The City Council must approve or deny the HRA levy. The City Council may elect to modify the levy proposed by the EDA. In regard to accountability regarding the levy, Council has number of ways it may exercise oversite. These include: 1. Filing of annual budget (required) 2. Joint meetings for purchase or sale of property 3. End of year Economic Development Activities report 4. Work Plan ratification (required) 5. Annual consideration for adoption of levy (required) The levy information must be adopted and provided to Wright County by September 30t', 2017. The HRA levy is clearly identified on the tax statements as a separate levy. Final council adoption of the HRA levy, along with the city's levy, will occur on December l Itn. Al. Budget Impact: Increases revenue by $43,000 from $280,000 to $323,000. A2. Staff Workload Impact: Minimal. Filing paperwork with the county. B. ALTERNATIVE ACTIONS The EDA has adopted a resolution authorizing the HRA levy and adopting the budget as proposed. 1. Motion to adopt Resolution 2017-61 approving a special benefit levy by the City of Monticello Economic Development Authority and Accepting the EDA 2018 budget. 201 City Council Agenda: 09/11/17 2. Motion to deny adoption of Resolution 2017-61 approving a special benefit levy by the City of Monticello Economic Development Authority and Accepting the EDA 2018 budget. C. STAFF RECOMMENDATION Alternative 1. D. SUPPORTING DATA A. Resolution 2017-61 B. Resolution EDA — 2017-003 C. Adopted EDA Budget 2018, with HRA Levy 2 202 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-61 APPROVING A SPECIAL BENEFIT LEVY BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended (the "EDA Act"), the City of Monticello, Minnesota (the "City") previously established the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, pursuant to the EDA Act, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to .0185 percent of taxable market value in the City, levied upon all taxable real property within the City, WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority has adopted a budget for fiscal year 2018 that provides for the levy of a special benefits tax in the amount of .0185 percent of taxable market value in the City, to be used for its economic development and redevelopment activities, and has submitted such budget to the City pursuant to Minnesota Statutes, Section 469.033, Subdivision 6; and WHEREAS, the Authority has adopted a resolution approving the levy of a special benefit tax in the amount of .0185 percent of taxable market value in the City, subject to approval of such special benefit tax by the City. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "City Council") of the City of Monticello as follows: 1. The City Council of the City hereby accepts the budget submitted by the Authority for the fiscal year 2018. 2. The City Council of the City hereby approves the levy by the Authority of a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $323,000 with respect to taxes payable in calendar year 2018. 203 Approved by the City Council of Monticello, Minnesota this 11th day of September, 2017. Brian Stumpf, Mayor ATTEST: Jennifer Schrieber, City Clerk 204 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2017-003 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT LEVY PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVAL OF A BUDGET FOR FISCAL YEAR 2018 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to .0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of .0185 percent of taxable market value in the City; and WHEREAS, the Authority has determined to adopt a budget for fiscal year 2018 that provides for the levy of the special benefit tax in the amount of .0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners (`Board") of the Monticello Economic Development Authority as follows: The Board hereby approves a budget of $323,000 (excluding TIF district and loan activity) for fiscal year 2018, including the levy of a special benefit tax in an amount not to exceed $323,000 subject to approval of such budget by the City Council prior to September 30, 2017. 2. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6 and request that the City Council consider approval of the special benefits tax levy. 504934v1 MNl MN190-101 205 3. There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $323,000 with respect to taxes payable in calendar year 2018, contingent upon the approval of the City Council. 4. Staff of the Authority is hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 9th day of August, 2017. President Attest: 504934v MNI MN 190-101 2 206 2018 EDA General Revenues Proposed Budget: 9-5 Not updated 2014 2015 2016 2017 2017 2018 ACCOUNT NUMBER REVENUE ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET 213-00000-310110 CURRENT AD VALOREM TAXES $ - $ - $ 279,421 $ 280,000 $ 280,000 $ 323,000 213-00000-347110 Rental of City Property 1,250 1,250 1,100 1,100 1,100 1,100 213-00000-362110 INTEREST EARNINGS - Gen EDA 60,195 17,140 20,454 16,900 16,900 14,900 TOTAL REVENUES $ 61,445 $ 18,390 $ 300,975 $ 298,000 $ 298,000 $ 339,000 207 2014 EDA FUND IEDA General EDA/HRA 1213-46301-410100 SALARIES, FULL TIME - REG 1213-46301-410200 SALARIES, FULL TIME - OT 1213-46301-411100 SEVERANCE PAY 1213-46301-412100 PERA CONTRIBUTIONS 1213-46301-412200 FICA CONTRIBUTIONS 1213-46301-413100 HEALTH/DENTAL/LIFE INSURAN 1213-46301-415100 Worker Compensation 1213-46301-421990 GENERAL OPERATING SUPPLIES 1213-46301-430300 PROF SRV - ENGINEERING FEE 1213-46301-430400 PROF SRV - LEGAL FEES 1213-46301-430910 PROF SRV - Market Matching 1213-46301-431990 MISC PROFESSIONAL SERVICES 1213-46301-432100 Telephone 1213-46301-432150 IT Services 1213-46301-432400 DELIVERY MAIL SERVICE (UPS 1213-46301-433100 Travel/Training Expense 1213-46301-434990 ADVERTISING 1213-46301-435100 LEGAL NOTICE PUBLICATION 1213-46301-436100 Insurance - Liability/Property/Vehicle 1213-46301-437100 PROPERTY TAXES 1213-46301-443300 DUES, MEMBERSHIP & SUBSCRI 1213-46301-461500 REDEVELOPMENT ACTIVITIES 1213-46301-443990 MISC OTHER EXPENSE 1213-46301-451010 LAND (or value adjusted) 1213-46301-453010 IMPROVEMENTS 213-46301-472030 TRANSFER OUT - TRUNK FEES 2,500 TOTAL EXPENDITURES 2014 2015 2016 ACTUAL ACTUAL ACTUAL $ 4,255 $ 7,173 $ 50,622 66 363 26 - - 262 314 565 3,771 298 545 3,756 999 1,899 10,440 322 322 80 36 65 81 5,379 - 2,737 17,724 9,130 25,322 48,000 48,000 - 30,874 49,150 56,597 9,000 7.14% 585 1,400 1,416 1,409 24 10 345 76 - 709 1,144 5,650 2,500 77 5,360 311 8,026 1,937 1,867 1,512 1,356 1,318 3,041 4,696 4,846 2,901 11,072 3,585 71,000 732,900 96,100 2017 2017 2018 % BUDGET PROJECTED BUDGET CHANGE $ 75,454 $ 75,454 $ 80,351 6.49% 5,659 5,659 6,026 6.49% 5,772 5,772 6,147 6.50% 17,009 17,009 17,506 2.92% 322 322 343 6.52% - - 100 --- 1,000 1,000 2,000 100.00% 10,000 10,000 11,000 10.00% 8,400 8,400 9,000 7.14% 55,000 55,000 22,000 -60.00% 3,212 3,212 3,486 - - 150 --- 1,500 1,500 1,600 6.67% 5,000 5,000 20,000 300.00% 500 500 600 20.00% 2,394 2,394 2,413 1,300 1,300 1,300 0.00% 9,000 9,000 9,500 5.56% 91,600 91,600 144,000 57.21% 4,878 4,878 1,478 -69.70% $ 197,146 $ 881,287 $ 267,269 $ 298,000 $ 298,000 $ 339,000 13.76% 208 4B. A. City Council Agenda: 9/11/17 Consideration of adopting Resolution 2017-62 setting 2018 preliminary tax levv (WO) REFERENCE AND BACKGROUND: The city is required to certify a preliminary levy to the County Auditor/Treasurer on or before September 30th. The preliminary levy will be used for the Truth -In -Taxation notices sent to property owners in November. The final December adopted levy can be lower but not higher than the preliminary levy. Staff developed a tentative 2018 budget, taking advantage of the increase in tax capacity while lowering the tax rates on all property owners. The initial proposed levy was increased to accommodate 4 additional hours of law enforcement coverage starting in July 2018. Staff's preliminary city levy is $9,547,000. The city levy represents a $397,000 (4.3%) increase over the 2017 final levy. The recommended levies are as follows: In 2015 (collection year 2016), the council passed a $280,000 special HRA levy, which at the time was the maximum levy allowed by statute for such purposes. The EDA is requesting council approval for a 2018 levy of $323,000 levy, which is a $43,000 (15.4%) increase over 2017. The 2018 request is the approximate maximum amount allowed by statute. The two levies together represent a $440,000 or 4.7% increase over the prior year. The total tax levy history is in the chart below: $10.030.000 %A WIWQ %'UWjW0 sa,�an,aao Sz,�oa,t]�o Property Tax Levy HistM 59.870A04 2007 2008 2009 2010 2011 2012 2013 2014 2015 20Y6 20d'7 1018 I 209 2014 2015 2016 2017 2018 Property Property Property Property Property % $$ Fund Taxes Taxes Taxes Taxes Taxes Change Change General Fund $5,497,000 $5,882,000 $6,177,000 $6,291,000 $6,617,000 5.2% $326,000 MCC - Operating 350,000 358,000 364,000 372,000 382,000 2.7% 10,000 MCC - Debt 1,040,000 1,005,000 - - - --- - 2017/2018/2019 Bonds* 1,040,000 920,000 1,220,000 1,160,000 1,211,159 4.4% 51,159 2016A GO Bonds - - - 415,000 407,769 -1.7% (7,231) 2015B GO Bonds 250,000 195,288 203,425 4.2% 8,137 2014 GO Judgment Bonds 544,000 536,929 537,586 0.1% 657 2005A/2011A GO IBF 223,000 330,000 330,000 139,783 148,061 5.9% 8,278 2010A GO IBF - 40,000 40,000 40,000 40,000 0.0% - Total City Levy $8,150,000 $8,535,000 $8,925,000 $9,150,000 $9,547,000 4.3% $397,000 HRA Levy - 280,000 280,000 323,000 15.4% 43,000 Total $8,150,000 $8,535,000 $9,205,000 $9,430,000 $9,870,000 4.7% $ 440,000 *Past. current and future debt In 2015 (collection year 2016), the council passed a $280,000 special HRA levy, which at the time was the maximum levy allowed by statute for such purposes. The EDA is requesting council approval for a 2018 levy of $323,000 levy, which is a $43,000 (15.4%) increase over 2017. The 2018 request is the approximate maximum amount allowed by statute. The two levies together represent a $440,000 or 4.7% increase over the prior year. The total tax levy history is in the chart below: $10.030.000 %A WIWQ %'UWjW0 sa,�an,aao Sz,�oa,t]�o Property Tax Levy HistM 59.870A04 2007 2008 2009 2010 2011 2012 2013 2014 2015 20Y6 20d'7 1018 I 209 City Council Agenda: 9/11/17 Monticello's tax capacity will increase again in 2018 from Xcel nuclear power plant improvements, new construction, and increases in prior year property values. According to the county auditor, the 2018 tax capacity will be approximately $29.6 million or $2 million (7.2%) more than the 2017 tax capacity of $27.6 million. Xcel contributed approximately $590,000 or 30% of the increase. Other changes in the tax base resulted in approximately $1.4 million in additional tax capacity. The changes include new residential, apartment, and commercial construction as well as increases in property values. One minor tax increment district is scheduled for decertification in 2017. Discounting the effects of inflation in property values, the recommended levy is estimated to increase property taxes by about 2 percent. The following chart demonstrates the relationship between tax capacity values and rates with the recommended preliminary levy for 2018: Tax Capacity Values and Tax Capacity Rues 535 I Sao mi.64i � $30 �)3.5 T6A} GU_a $25 m } 524 '0 R ' j& -m E SL5 CL b F SLu � F t0.v S4e1+e $5 10.0 Tax CapaCiq Value -0-Tax Capacity Rate Accordingly, the recommended levy would lower the current tax capacity rate of 34.188% to 33.384%, a 2.4% decline. At the workshop prior to the regular meeting, the Council will be presented with a list items for additional levy consideration. Since Monticello has a large commercial tax base, which includes a nuclear power plant, the city receives no LGA. Cities receiving LGA often show lower per capita property tax levels. Other factors: Annualized inflation is 1.3% through July. According to the state demographer, population growth for the last five years has averaged about 1.0% per year. Any changes to the recommended levy will be incorporated into a new resolution and sent to the county for certification. 2 210 City Council Agenda: 9/11/17 B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-62 setting the 2018 preliminary property tax levy at $9,547,000. 2. Motion to adopt a 2018 preliminary tax levy of $ as an alternative amount. C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1 for a 2018 preliminary levy of $9,547,000. D. SUPPORTING DATA: A. Resolution No. 2017-62 B. 2018 — Levy Worksheet — Budget Workshop 211 CITY OF MONTICELLO RESOLUTION NO 2017-62 ADOPTING THE 2018 PRELIMINARY TAX LEVY RESOLUTION ESTABLISHING THE 2018 PROPERTY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the Finance Director has prepared and submitted to the City Council a preliminary budget setting forth therein his estimated needs of the City of Monticello for all operations and the debt service for the fiscal year commencing January 1, 2018; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; and NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF MONTICELLO that there be and hereby is a preliminary levy for the fiscal year commencing January 1, 2018, and the following sums for the respective purposes indicated therein upon the taxable property of the City of Monticello, to wit: BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied for the year 2017 for collection in the year 2018 as follows: Debt Service Levies Bond Resolution PRELIMINARY TAX LEVY REVENUE G.O. Bonds, Series 2010A 214,465 General Fund Community Center $ $ 6,617,000 382,000 OTHER FUNDS 148,061 (25,000) 1 Debt Service Capital Projects - Future Debt $ $ 1,787,000 761,000 TOTAL TAX LEVY $ 9,547,000 BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied for the year 2017 for collection in the year 2018 as follows: Debt Service Levies Bond Resolution 2018 Levy Levy Added (Canceled) G.O. Bonds, Series 2010A 214,465 40,000 (174,465) G.O. Bonds, Series 2011A 173,061 148,061 (25,000) 1 1 G.O. Bonds, Series 2013A 72,148 - (72,148) 1 1G.O. Bonds, Series 2014A 605,597 537,586 (68,011) 1 G.O. Bonds, Series 2015B 203,425 203,425 - �G.O. Bonds, Series 2016A 407,769 407,769 - G.O. Bonds, Series 2017A - 285,159 285,159 G.O. Bonds, Series 2017A - Abatement - 165,000 165,000 Total $ 1,676,465 $ 1,787,000 $ 110,535 212 The above resolution was introduced by Councilmember , was duly seconded by Councilmember , with the following voting in favor thereof: The following voting in opposition: The City Administrator is hereby instructed to transmit a certified copy of this resolution to the County Auditor of Wright County, Minnesota. ADOPTED BY the Monticello City Council this 11th day of September, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator 213 City of Monticello - Tax Levy Worksheet Prior Year Tax Levy $ 9,150,000 Current Preliminary Tax Levy $ 9,547,000 Difference $ 397,000 4.3% Levy Changes Amount In Levy ADD Subtract REVENUES Charges for services (GF) Multi -unit refuse carts $ 82,000 $ 82,000 $ EXPENDITURES General Fund Wage step adjustment $ 25,000 $ 25,000 $ - $ Wage market adjustment $ 67,000 $ 67,000 $ - $ Health Insurance $ 12,000 $ 12,000 $ - $ Police Hours $ 53,000 $ 53,000 $ - $ Police Inflation $ 43,800 $ 43,800 $ - $ PW Director/Engineer $ 74,000 $ 74,000 $ - $ Central Equipment Fund $ 39,700 $ 39,700 $ - $ Fire Gear (less grant) $ 34,000 $ 34,000 $ - $ Comp Plan revision $ 15,000 $ 15,000 $ - $ WCAT $ 30,000 $ 30,000 $ - $ Community Center Fund Wage step adjustment $ 12,000 $ 12,000 $ - $ Market adjustment $ 14,000 $ 14,000 $ - $ Health Insurance $ 1,000 $ 1,000 $ - $ Other Deputy fire chief GF $ 105,000 $ - $ Public arts programming GF $ 30,000 $ - $ Park survelliance camera GF $ 10,000 $ - $ Banners GF $ 30,000 $ - $ Facilities need study GF $ 65,000 $ - $ Splash pad $ 255,000 $ - $ Curb extensions $ 50,000 $ - $ Streetscape lighting $ 150,000 $ - $ Bridge underpass $ 10,000 $ - $ Sidewalk Caribou $ 15,000 $ - $ Community Signs $ 50,000 $ - $ Total Expenditures $ 1,190,500 $ 420,500 214 City Council Agenda — 09/11/2017 4C. Consideration of approving a Rezoning to PUD, Final Stage Planned Unit Development, Final Plat and Development Agreement for Autumn Ridge Villas for detached single familv lots in an R-3 (Medium Densitv Residential) District at Autumn Ridge Yd Additio. Applicant: SW Wold Construction/Ocello, LLC (AS) Property: Legal: Lengthy Legals — See Exhibits Address: Vicinity of Edmundson Avenue NE and School Boulevard Planning Case Number: 2017-020 A. REFERENCE & BACKGROUND Request(s): Final Plat and development agreement, Rezoning from R-3 to PUD, Final Stage PUD Deadline for Decision: September 1St, 2017, extended 60 days to October 31St, 2017 Land Use Designation: Places to Live Zoning Designation: Existing: R-3, Medium Density Residence District Proposed: PUD, Planned Unit Development District The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district Overlays/Environmental Regulations Applicable: NA Current Site Use: Vacant Surrounding Land Uses: North: Vacant Commercial East: Low Density Residential South: Low Density Residential West: Townhouses (Autumn Ridge) 215 City Council Agenda — 09/11/2017 Project Description: The project is intended to replat 79 unbuilt attached townhouse lots to accommodate 41 detached single family "townhouse" lots, creating a new association for the detached units. Both the built and un -built portions of the current property are zoned R-3, Medium Density Residence District. As such, the applicant also needs a rezoning to accommodate the detached units — a Planned Unit Development District is proposed for this purpose for the area to be platted. ANALYSIS Project Background. The proposal is made by SW Wold Development and Ocello, LLC for the remaining undeveloped townhouse area along Edmonson Avenue NE, the east half of the original Autumn Ridge Development. The property is currently zoned R-3, Medium Density Residence District. The west half of the project included 169 townhouse units - 90 of which were built in this area as a part of the original Autumn Ridge PUD. An additional 91 townhouse lots were final platted but 79 of these units were not built. The project is served by a private street and public utilities, with an internal pathway connection — all of which was built for the project. In the area where the infrastructure was built, but the majority of townhouses were not completed, the applicant is proposing to replat the area to accommodate 41 detached townhouses — small lot single family homes subject to an association maintenance agreement. The applicant proposes to split the association for the new detached project from the previous attached townhouse association. The applicant has indicated that the existing 12 units are already a part of the existing Autumn Ridge homeowner's association. The current proposal is for a PUD Final Stage review. The project underwent Concept Stage and Development Stage review previously. The City Council approved the Development Stage PUD and Preliminary Plat on August 28th, 2017, subject to conditions as reviewed below. Final State Plan and Plat Review. 1. A pathway connection is provided from the internal portion of the project to Edmonson Avenue NE as directed by City staff. The pathway connection is included in the final stage plans and is required to be installed by developer as noted within the plat development agreement. 2. Abandoned utility lines will be the responsibility of the homeowner's association for future maintenance as needed. 2 216 City Council Agenda — 09/11/2017 Language noting this requirement is included in the development agreement and this remains as an on-going condition of development approval. The homeowner's association will be responsible (at minimum) for street, driveway, and landscaping maintenance and any other improvements in the common areas of the project. Applicant has provided draft association documents which provide for the noted maintenance. 4. The applicant will provide verification of a mutual cross -access agreement between the original Autumn Ridge project and the proposed replat area. The applicant has provided an executed cross -easement agreement which has been reviewed by the City Attorney and Community Development. The agreement shall be recorded against both existing and new townhome areas. 5. All driveways shall be at least 25 feet in depth from face of garage to street curb. Revised and compliant. 6. Side building separations shall be no less than 10 feet. Currently compliant on plans. As -built surveys for each lot are required to verify 5' sideyard setbacks. 7. Landscaping plans shall be revised to add typical shrub and ornamental plantings for each unit, as well as additional conifer tree planting in those rear yard areas where buildings are separated by less than 40 feet. Revised and compliant. 8. The requirements of the City Engineer's report, dated July 26th, 2017, are met. The City Engineer has provided additional comment letter; comments shall be addressed in record plans. 9. The applicant enter into a development agreement as a condition of Final Plat and Final PUD approval. A development agreement has been drafted for execution and is discussed in more detail below. 3 217 City Council Agenda — 09/11/2017 10. Resolution of any comments of the City Attorney as related to the homeowner's association for the Autumn Ridge development, including those related to the necessary easements for cross access and maintenance of the private streets. The City Attorney has reviewed the proposed association documents and cross access easement and has found them to be acceptable. 11. The applicant shall verify easement necessary to support stormwater facilities as proposed. The applicant has provided the required easement document for review. 12. Vacation of drainage and utility easements for a portion of Autumn Ridge 3rd Addition as petitioned and reestablishment of drainage and utility easements on the Final Plat per the City Engineer's recommendations. The vacation of easements shall be considered by City Council in a separate item of consideration and public hearing on September 11th. Approval of the PUD and Plat are contingent on the vacation of easements and re- establishment per the City Engineer's recommendations. 13. Compliance with the comments of other staff and Planning Commission. As noted in the City Engineer's letter and Exhibit Z. PUD Rezoning To accomplish the single-family use proposed, the applicant has requested a PUD zoning. The Planning Commission held the public hearing for the rezoning to PUD concurrent with the hearing for the Development Stage PUD on August 1St, recommending approval of the PUD zoning and Development Stage PUD. The City Council approved the Development Stage PUD zoning on August 28d1,2 017 and considers action for decision on the rezoning to PUD with the current final stage PUD and final plat application. An ordinance for rezoning is included for decision and incorporates the final stage PUD plans. Development Agreement A Development Agreement for Autumn Ridge Villas is included for review and decision. The agreement provides for customary escrows and securities for development, recognizing that the majority of infrastructure within the plat was previously developed and accepted. Securities relating to landscaping, stormwater 4 218 City Council Agenda — 09/11/2017 pond construction and lot monuments are required for this project. In addition, escrows for inspection and plat administration are required. The developer paid applicable trunk charges and park dedication for the plat previously, with the plat of Autumn Ridge Yd Addition. An easement for the School Boulevard and Edmonson Avenue trails is required by the development agreement, as portions of the pathway exist outside of the right of way. The agreement further provides for the site improvements and design standards as approved with the PUD plans. B. ALTERNATIVE ACTIONS On Decision #2, the Planning Commission recommends Alternative #1 below for approval of PUD rezoning. Decision 1. Final Stage PUD 1. Motion to adopt Resolution 2017-63 approving a Final Stage PUD for Autumn Ridge Villas, subject to conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny adoption Resolution 2017-63 approving a Final Stage PUD for Autumn Ridge Villas, based on findings to be made by the City Council. Motion to table action on the Resolution, subject to additional information from staff, the applicant, or others as directed. Decision 2. Rezoning to PUD 4. Motion to adopt Ordinance No. 679 for rezoning from R-3 to Autumn Ridge Villas PUD, based on findings in Resolution 2017-63 5. Motion to deny adoption of Ordinance No. 679 for rezoning from R-3 to Autumn Ridge Villas PUD. 6. Motion to table action on the ordinance, subject to additional information from staff, the applicant, or others as directed. Decision 3: Final Plat Motion to adopt Resolution 2017-64 for approval of Final Plat of Autumn Ridge Villas, based on the findings noted in the resolution and subject to the conditions in Exhibit Z. 5 219 City Council Agenda — 09/11/2017 2. Motion to deny adoption of Resolution No.2017-64, based on findings stated by the City Council. 3. Motion to table action on the Resolution, subject to additional information from staff, the applicant, or others as directed. C. STAFF RECOMMENDATION Planning staff recommends approval of the Final Plat and Final Stage PUD for the Autumn Ridge Villas, with the conditions identified in Exhibit Z. As noted in the findings, the redesign adds diversity to the housing style in this area, which is a positive transition between the existing attached townhouses, commercial areas, and single family neighborhoods. The homes are consistent with the City's intent for additional options in housing stock (larger and higher value detached townhomes than those being developed in other areas), and the design and amenities that are part of the project adapt the current infrastructure well to the redesigned units. D. SUPPORTING DATA A. Resolution No. 2017-63, Final Stage PUD B. Ordinance No. 679 C. Resolution No. 2017-64, Final Plat D. Aerial Site Image E. Applicant Narrative F. Applicant Response Letter G. Final Plat H. Plan Set, including: a. Cover Sheet b. Preliminary Plat c. Preliminary Site Plan d. Preliminary Grading and Drainage Plan e. Preliminary Utilities Plan f. Preliminary Landscape Plan g. Phasing Plan h. Elevation i. Floor Plans I. Existing Conditions Survey J. Development Agreement Z. Conditions of Approval 6 220 City Council Agenda — 09/11/2017 EXHIBIT Z Rezoning to PUD, Final Stage PUD, and Final Plat for Autumn Ridge Villas 1. Abandoned utility lines will be the responsibility of the homeowner's association for future maintenance as needed. 2. The homeowner's association shall be responsible (at minimum) for street, driveway, and landscaping maintenance and any other improvements in the common areas of the project. 3. The applicant will record the mutual cross -access agreement between the original Autumn Ridge project and the proposed replat area against both projects 4. The applicant shall comply with the requirements of the City Engineer's report, dated September 6th, 2017. 5. The applicant shall enter into a development agreement for the project. 6. The applicant shall execute and record the easement for the School Boulevard and Edmonson Avenue trails. 7. The applicant should demonstrate how all utility services, public and private (i.e. gas, phone, electric), will serve each home given the space between each proposed home. This may be an issue if the utilities will extend along the side yard. Adequate space should be provided to repair these services if there ever is a need. 8. Resolution of any final comments of the City Attorney as related to the homeowner's association for the Autumn Ridge development, including those related to the necessary easements for cross access and maintenance of the private streets. 7 221 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-63 APPROVAL OF FINAL STAGE PLANNED UNIT DEVELOPMENT FOR AUTUMN RIDGE VILLAS WHEREAS, the applicant has submitted an application for approval of a Final Stage PUD for property along Edmonson Avenue NE and School Boulevard, portions of Autumn Ridge 3rd Addition; and WHEREAS, the applicant has submitted a request to rezone the property to PUD and subdivide said property into forty-one single family parcels, and outlots to contain common property improvements, and develop it as an "detached townhome" project under a PUD; and WHEREAS, the site is guided for residential uses under the label "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on August 1, 2017 on the Development Stage PUD and rezoning to PUD application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the applicant has revised and submitted Final Stage PUD plans in accordance with the Development Stage PUD, and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to residential uses. 2. The proposed improvements on the site under the Final Stage PUD are consistent with the needs of the development in this location as a medium density residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project, including parcels without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. 222 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-63 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Final Stage Stage PUD for Autumn Ridge Villas, subject to the related codes and regulations for such use, and the following conditions: 1. Abandoned utility lines will be the responsibility of the homeowner's association for future maintenance as needed. 2. The homeowner's association shall be responsible (at minimum) for street, driveway, and landscaping maintenance and any other improvements in the common areas of the project. 3. The applicant will record the mutual cross -access agreement between the original Autumn Ridge project and the proposed replat area against both projects 4. The applicant shall comply with the requirements of the City Engineer's report, dated September 6th, 2017. 5. The applicant shall enter into a development agreement for the project. 6. The applicant shall execute and record the easement for the School Boulevard and Edmonson Avenue trails. 7. The applicant should demonstrate how all utility services, public and private (i.e. gas, phone, electric), will serve each home given the space between each proposed home. This may be an issue if the utilities will extend along the side yard. Adequate space should be provided to repair these services if there ever is a need. 8. Resolution of any final comments of the City Attorney as related to the homeowner's association for the Autumn Ridge development, including those related to the necessary easements for cross access and maintenance of the private streets. ADOPTED this 11th day of September 11th, 2017, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL Los 2 223 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-63 Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator 224 ORDINANCE NO. 679 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE AUTUMN RIDGE PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R-3, MEDIUM DENSITY RESIDENCE DISTRICT TO AUTUMN RIDGE PUD, PLANNEDI*#IT DEVELOPMENT: i See attached Legal Description THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. i Section 2.4(0) — Planned Unit Developm hereby amended by adding the following: (XX) Autumn Ridge PUD District (a) Purpose. The purpose of the Autui for the development of certain real residential land u* 4reA 14 Title 10 — Zoning Ordinance is I PUD District is to provide iiect to the District for (b) Permitted Uses. Permitted principal uses in the Autumn Ridge PUD District shall be single family residential uses as found in "T -N", Traditional Neighborhood Zoning District, subject to the approved Final Stage Development Wans dated , and development agreement dated Sepfember 11th, 2017, as may be amended. The introduction of any other use from any district, including Conditional Uses in the T -N District, shall be reviewed under the requirements of the Noticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Welopments for Development Stage PUD and Final Stage (c)'Wssory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as allowed in the T -N District, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Autumn Ridge PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the T -N, Traditional Neighborhood District shall apply. 225 Section 2. Section 3 ORDINANCE NO. 679 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. The zoning map of the City of Monticello is hereby amendment to rezoned the following described parcels from I-2, Heavy Industrial District to Autumn Ridge PUD, Planned Unit Development District: _ See attached Legal Description. The City Clerk is hereby directed to ordinance. The map shall not be repul ling map to reflect this Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that resu from said renumbering process, provided that such changes retain the purpose .ntent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be i l *rce from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are WPWble online and at Monticello City Hall for examination upon request. 'IN %RIF, ADOPTED BYthe Monticello City Council this 11th day of September, 2017. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 226 ORDINANCE NO. 679 EXHIBIT A Legal Description Lots 1, 2, 3, 4, 5 and 6, Block 3, Lots 1, 2, 3, 4, 5 and 6, Block 4, Lots 1, 2, 3, 4 and 5, Block 5, Lots 1, 2, 3, 4, 5 and 6, Block 6, Lots 1, 2, 3 and 4, Block 7, Lots 1, 2, 3, 4, 5 and 6, Block 8, Lots 1, 2, 3, 4, 5 and 6, Block 9, Lots 1, 2, 3, 4, 5 and 6, Block 10, Lots 1, 2, 3 and 4, Block 11, Lots 1, 2, 3 and 4, Block 12, Lots 1, 2, 3, 4, 5, 6 and 7, Block 13, Lots 1, 2, 3 and 4, Block 14, Lots 1, 2, 3 and 4, Block 15, Lots 1, 2, 3 and 4, Block 16, 4 Lots 1, 2 and 3, Block 17, Lots 1, 2, 3 and 4, Block 18, and Outlot A, all in Autumn Ridge 3rd Addition, Wright County 3 227 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-64 APPROVAL OF A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR AUTUMN RIDGE VILLAS WHEREAS, the applicant has submitted an application for approval of a Final Plat for property along Edmonson Avenue NE and School Boulevard, portions of Autumn Ridge 3rd Addition; and WHEREAS, the applicant has submitted a request to plat said property into forty-one single family parcels, and outlots to contain common property improvements, and develop it as an "detached townhome" project under a PUD; and WHEREAS, the site is guided for residential uses under the label "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed Plat is consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on August 1, 2017 on the preliminary plat application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Monticello City Council reviewed the recommendation of the Planning Commission and approved the preliminary plat of Autumn Ridge Villas on August 281h, 2017; and WHEREAS, the Monticello City Council reviewed the final plat of September 11th, 2017; and WHEAREAS, the preliminary and final plat for the Autumn Ridge 4th Addition identifies the specific plans and uses for the proposed Autumn Ridge 4th Addition; NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: that the final plat of the Autumn Ridge Villas, with drainage and utility easements as required, is hereby approved contingent upon meeting all conditions of the subdivision ordinance; and the following conditions: 1. Abandoned utility lines will be the responsibility of the homeowner's association for future maintenance as needed. 2. The homeowner's association shall be responsible (at minimum) for street, driveway, and landscaping maintenance and any other improvements in the common areas of the project. 228 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-64 3. The applicant will record the mutual cross -access agreement between the original Autumn Ridge project and the proposed replat area against both projects 4. The applicant shall comply with the requirements of the City Engineer's report, dated September 6th, 2017. 5. The applicant shall enter into a development agreement for the project. 6. The applicant shall execute and record the easement for the School Boulevard and Edmonson Avenue trails. 7. The applicant should demonstrate how all utility services, public and private (i.e. gas, phone, electric), will serve each home given the space between each proposed home. This may be an issue if the utilities will extend along the side yard. Adequate space should be provided to repair these services if there ever is a need. 8. Resolution of any final comments of the City Attorney as related to the homeowner's association for the Autumn Ridge development, including those related to the necessary easements for cross access and maintenance of the private streets. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Autumn Ridge Villas" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 11th day of September, 2017, by the City Council of the City of Monticello, Minnesota. ATTEST: MONTICELLO CITY COUNCIL IRa K Brian Stumpf, Mayor 229 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-64 Jeff O'Neill, City Administrator 230 SW Wold Construction -Request for Rezoning PUD, Development Stage PUD, and Preliminary Plat Autumn Ridge 3rd Addition Created by: City of Monticello •�'4 w •R 11 e'-. •'� -i L.. 4 rF 155098000030 H�MEStTEi40TDR a IA, # H r r �,Q 1551100 1350 • ,, :• :. 1:55090 - � ,: , ' „3• "`�' PEBBLEBRO�}[,aR 'i155207001010 ...,�" .'!„•+s.'•: ` `�„� '' '" � . � ARS tLU 15515400 10 �''Li 0�,�,►. ►'.l .�.-.. `�, `'.D. `� �•' ri x CCS` i � � h ,::��. 155500143301 155180000010 _ 155500231200 a 1551'55 �I 1Y ry N -89TH $T NE 385 ft`, - 231 May 9, 2017 Our Project is a PUD replat. Preliminary Plat Narrative The intention of the replat is to try and build a product that fits the existing neighborhood and the needs of the ever changing demand on housing. At present we could continue to build the same 1100 sq. ft. split entry as we have in the past and approved in our existing PUD. There were 161 townhouses on the original approval of which 82 were built, leaving a balance of approved and finished lots of 79. At this time Autumn Ridge unit will cost more than the existing Autumn Ridge Townhomes on the market. It will be difficult to get the new units to appraise for much more than the existing units are selling for. It would flood the market with the same unit and continue to hold down values. In today's market this unit would be difficult to sell 79 more as an out of favor plan. In the best interest of the existing Autumn Ridge Townhomes and the project we would like to change the concept of the remaining 79 lots. We would reduce the lots from 79 attached townhomes zoned R4 to 41 detached single family zero lot line zoned R3. We have designed a unit that works for the one level living that's higher in demand or can be expanded into 2 level spaces. This plan works very well as life cycle housing. We see some of the older Autumn Ridge owners who want the one level living to be able to step up to the one level plan. We see some of the younger people whose families have grown beyond their space to be able to move into the two level units. This is not a project that just works. it works because we have these lots that have sat for about eight years. The project income will be half of what was anticipated when the roads were put in. It would be very hard today to make these affordable with new lots and roads. The unit has been designed to fit within the pads of the original designed project. Architecturally they will have porches, patios, 8112 and 6112 roofs with some exterior detail. We are asking for flexibility in minimum lot area, lot width, lot depth, and building setbacks to be consistent with the original Autumn Ridge PUD, but provide an alternative product type (detached townhome) in the development, yet maximizing the density for the new product. The landscaping will include decorative rock around the complete foundation with a burst of color at the front entry. The rear yards along the power line easement and the road will be planted with larger style bushes for privacy. The drainage areas will be landscaped with rock to match the houses and to provide an ecologically approach to storm water management. The property lines between Autumn Ridge Project and the Autumn Ridge Villas will be landscaped as proposed on our landscape plan. 232 This project works well as there are enough of the Autumn Ridge Townhomes to create a community as well as enough of the villas to create a community of its own. Separate entrances with shared roads and parking stalls we anticipate these units to start in the mid $230,000 to $280,000 with sizes ranging from 1500 sq ft to 3000 sq ft, depending on the options and one level or two. This price should help pull up the value of the Autumn Ridge Townhomes. It will fill a void between this and the future single family homes to be built in projects like Featherstone whose prices will be starting in the low 300 hundred thousands and up when their new lots come on line. Ocello LLC and SW Wold will be the applicant. SW Wold will be the builder. The public improvements are existing with the exception of the filtration pond which will be completed during Phase 1 construction. This is a replat , an EAW nor an EIS is required. Draft of the homeowners association has been submitted to the City as well as title work showing ownership by Ocello LLC. 'There are no existing trees on the property. The surface water plan and formal survey and topo have been submitted to the City. There are no negative impacts to the surrounding property. Actually this will be a very positive impact on the surrounding property. This gets rid of the vacant field, less density and a higher valued unit. 233 ALLIANT Memorandum TO: Shibani Bisson, PE FROM: Dave Nash P.E., Alyssa Armstrong E.LT DATE: August 2nd, 2017 SUBJECT: Engineering Preliminary Plat and PUD Plans Response Memo This memorandum is in response to the Autumn Ridge Villas Engineering Preliminary Plat and PUD Plan Review Comments received on July 27th, 2017. The comments that were presented are shown below and are followed by Alliant's response italicized in maroon. Preliminary Grading and Drainage Plan 1. Label the % grades and drainage arrows for all side yard and back yard swales for each lot. A minimum 2% swale is required. The requested slopes have been added to the plans. All slopes are 2% or greater. 2. Add EOF arrows per the legend. EOF arrows have been added on the plan. 3. Label FFE elevations of the buildings adjacent to those shown for the project. Adjacent FFE elevations have been added to the plan. 4. A cross section detail drawing of the infiltration basin and pretreatment forebay should be shown on the plans as referenced with the drainage memo. This should include elevation data and subsurface materials used for infiltration along with final restoration details. The Infiltration Basin Detail Sheet has been added to the plan — Sheet 6 of the revised planset. 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAX www.alliant-inC.COM4 Autumn Ridge Villas — Engineering Preliminary Plat and PUD Plans August 2"d, 2017 Page 2 5. Label the top of casting and invert elevations of the existing storm sewer in the rear yard areas. All rear yard casting rim elevations have been added to the plan. 6. The proposed development is part of a Common Plan of Development as defined by the MPCA. Since 1 acre or more of the site is being disturbed, a NPDES/SDS Construction Storm Water General Permit and SWPPP shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. A NPDES permit will be pulled and provided prior to the start of construction. 7. Applicable detail plates shall be updated per the City's April 2017 General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. City standard detail plates have been added to the plans. 8. A grading permit application will need to be submitted for the infiltration basin construction. A grading permit application will be completed and submitted to the City. Drainage Memo 9. The drainage memo identifies 2.49 acres of new impervious area, but the impervious area exhibit calculated 2.543 acres of new impervious. The calculations are correct, but the discrepancy in the memo should be revised. The drainage memo acreage has been updated to 2.54 Ac. 10. Soil borings were not provided within the footprint of the infiltration basin. Borings were provided along the south boundary of the site. a. Two of the three soil borings show a clay layer extending seven feet deep, and the drainage memo indicates that the basin will be excavated to approximately six feet. The contractor should excavate the basin to clean infiltrating sand, as noted on the grading plan. Additional notes have been added to the plans. b. An infiltrometer test was performed and yielded high infiltration rates of 23.3 inches per hour. Soils that have infiltration rates more than 8.3 inches per hour must be 235 Autumn Ridge Villas — Engineering Preliminary Plat and PUD Plans August 2"d, 2017 Page 3 amended to slow the infiltration rate below 8.3 inches per hour, per the NPDES General Construction Permit requirements. The applicant is proposing an infiltration rate of 1.3 inches per hour and will need to identify what soil amendments will be made to accomplish this. In addition, infiltration rates must be verified in the field after soil amendments are implemented. Additional notes have been added to the plan to mix clean sand with clay to achieve an infiltration rate between 1.63 in/hr and 8.3 in/hr. The pond has been conservatively designed for a 1.63 in/hr rate. The geotechnical engineer will field verify the rate once the basin has been constructed. c. The updated drainage memo should include calculations that demonstrate the infiltration basin will drawdown within 48 hours, assuming the design infiltration rate. Please see the revised memo which identifies the available infiltration based on the 48 -hr dd, 1.63 in/hr rate and 1,582 sf footprint. This calculation yields a maximum available infiltration capacity of 10,315 cf which exceeds 10,142 cf. Utility Plan 11. A utility excavation permit must be obtained from the Public Works department prior to commencement of the sewer and water utility connections to each home along with the removal and abandonment of the unused water services. Note was added to the plans. 12. The water service abandonment detail shall be revised to indicate that the water service shall be capped with the same material. The note has been updated. 13. The developer's agreement will stipulate that the homeowners association will be responsible for the abandoned water service and any damage and repair needed in the boulevard and street as a result of a leaking service, with the intent to absolve the City from any responsibility. This approach is consistent with the fact that the water service is the responsibility of the property owner from the main in the street to the house Noted. 236 AUTUMN RIDGE VILLAS KNOW ALL PERSONS BY THESE PRESENTS: That Ocello, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lots 1, 2, 3, 4, 5, and 6, Block 3, Lots 1, 2, 3, 4, 5, and 6, Block 4, Lots 1, 2, 3, 4, and 5, Block 5, Lots 1, 2, 3, 4, 5, and 6, Block 6, Lots 1, 2, 3, and 4 Block 7, Lots 1, 2, 3, 4, 5, and 6, Block 8, Lots 1, 2, 3, 4, 5, and 6, Block 9, Lots 1, 2, 3, 4, 5, and 6, Block 10, Lots 1, 2, 3, and 4, Block 11, Lots 1, 2, 3, 4, Block 12, Lots 1, 2, 3, 4, 5, 6, and 7 Block 13, Lots 1, 2, 3, and 4, Block 14, Lots 1, 2, 3, and 4, Block 15, Lots 1, 2, 3, and 4, Block 16, Lots 1, 2, and 3, Block 17, Lots 1, 2, 3, and 4, Block 18, and Outlot A, all in Autumn Ridge 3rd Addition, Wright County, Minnesota (Abstract Property) Has caused the same to be surveyed and platted as AUTUMN RIDGE VILLAS and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility easements purpose only. In witness whereof said Ocello, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of 20 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of of Ocello, LLC, a Minnesota limited liability company, on behalf of the company. SURVEYORS CERTIFICATE Il Signed: Ocello, LLC (Signature) (Name Printed) Notary Public, County, Minnesota My Commission Expires I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of ,20 Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF Wright This instrument was acknowledged before me this CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of plat of AUTUMN RIDGE VILLAS. CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA day of , 20, by Dennis B. Olmstead, Licensed Surveyor, Minnesota License No. 18425 This plat was approved by the City Council of Monticello, Minnesota, this Minnesota Statutes, Section 505.03, Subd. 2. WRIGHT COUNTY SURVEYOR Signature Printed Name Notary Public, My Commission Expires: ,20 , the Planning Commission of the City of Monticello, Minnsota, did hereby review and approve this Chairperson Secretary day of , 2013, and hereby certifies compliance with all requirements as set forth in I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this DEPARTMENT OF PROPERTY TAXATION AND RECORDS Mayor Clerk day of ,20 STEVEN A. JOBE, Wright County Surveyor Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of '20 Director, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF WRIGHT, STATE OF MINNESOTA I hereby certify that this plat of AUTUMN RIDGE VILLAS was filed in the office of the County Recorder for public record on this day of 20-, at -o'clock-. M. and was duly filed in Book of Plats, Page , as Document Number County Recorder ALLIANT ENGINEERING SHEET 1 OF HHEETS I ALJ I I I 0 T) I I I I 0 L0 I AUTUMN RIDG V1 AS 1 11 1 f-- I A I f-- A f- A /I F- F- A F- F- /I A I z f-- A I \ L_ L- I I V / / I I I I / / l L/ / L/ L/ \/ V / \ L_ L- V r- r\ A A\ A I/ \ n I 1 1/ I V 1/ 1/ I V /N00001'20"W 1184.18 - A r- A /I i �t N00°0112011W 671.02 \ -- EAST LINE OF THE SW 1/4 OF SEC. 14,T. 121,R. 25 524.39 EAST LINE OF OUTLOT A, S2° 0/ 47AUTUMN RIDGE 3RD ADDITION S/ w 3.83 I 7° 29 S00° 011 2311 E 9 .89 00 9.4 \0 66 55 15 34- S2 ° bc V o� 9�0/ o`a` / / l - N 47 S07° S13°224 G _57.62 ,n 1 cv / 420 442s„ p o So N2 ° 46 p2"W P o 0 w' o' 6 2 r N P g� O ° ^ i 00 l 2 / S / rn v, 6.20- o ^ 96 r` S� ° 06 0 0 cS �y 01`5 1 , , f 4� `3 S „ / / u� /\ ^ 43.41 4 rn 00 crj tiR X26 �P �� 9 5 . o caM'4�0 4 F /�� S3gS s 0� �, , - Q _ , , S/2-39,33„ / N / rn / r- . / 1 3 in `�� oo�o °�`O �o°/' �Ip3.89- w 1' �o �+ 5 -+ M 1 " ,N 00 0*1 - N /� 49.11 o / S07°41'49" �' �6'' \ 0 ��'\ \\� 26 23S „ Sp ?o / .00 / // Nl7°2g o/\ S4 20 U' 1 N00°33'49"W 48'89 C W 6 0 \� 4 Op o co / / F Z N/ ° 103.25 o rn 50. „� �� F g �� 4) °"�� `�� / 10120 63.08 V) 59.201 108.91 8 48, \^'2601 \ ��065� "i i �� o/ S26 23 00 / �`OM / '4 // N07°22'46" N12°15'3711W 071E 95 �6•S4 32, $07° II \ \/ 9 \/ S16033'39"E - OUTLOT A E n v 3 / 6 442j F `54 w ss �6 $ \ / 3.65 /� W / O�q1 // 70.000 ��, ^\ C� ti3 // ' Po. // 'i i , / DRAINAGE AND UTILITY EASEMENT OVER SO / /� / ALL OF OUTLOT A 138, / / 00 0r'. / ------- N45°23'46"W s� QO Sg, / � O / r I 0� 9st //� /,�� ,// S07°II'3111E-00 - 22.60--'\ �S/8 °584/„w O r' ° i /� o� A 00 / %-' / r> / 47.00 o S h / 7 O cP _-N65 41 28 W , �h / /qy ,Qo , / cfl J \ 2/° Sl4° 1 0� �� n.N ca rn 4 00 i 5.84 M 00 1p 12 $'� �� Co. I / / /__ 46.68 �_ S07° I I' 31' E N W I - -- _ w 00 Co NI0° °' T �� o° 74'20 ° rn � ? Op N�('I d- �. O - o / oma.. o� 22'31 "E / 47.00\ \ N ,� ^' o /S ow o rn ++� / f� CO o ,y Rio , °, �. / o w \ oo :� `' ^ �r ♦ 1 3 :, 1 0 /s°27,g ^ ,� .. o �,o s Q - = I < �vO SS �� / // / �� . N Op CV --------- o w `5\�0 S?/° � 1 "� � r� rn w 74 8 ,�So .38. / / n o0 i �i� oDc Q0, S/7o 0 Q7 20 3 C� ° _ ,\°�' R) 38, S9, / ,O� / w \ 2 \ o v , cn i �0 4g„ �' 3S 3 u> 01 / co op 3 / / Qo S9, �L RSO // °�� / // 00 47 00% �' 74 2 „w 7� / 8 rnCIV 61 ^ /^ \9sc R00 // �'� / ,/ -t I� sol°11'31 E o. ^ 1 o °"� L "� ^o L d N or\ �O OQ / o c0 h\ 4 0 Q7 d O Std N ^ � �� /* O `ti 0 7.-oN I ° Op 4 j - ^ 70.00 ?l Sl° 0 00 0 N ��„ o N `O o o \ '4 1S0 07 � � 4 N �0 o 0 ° 2 O °h � 6962S81046125uE---- A)S�310.722 g°� ° 3 161 soh oQ W ° m 00' o 00%0 866 49„ Q), 14 \ _ 4 9 �o '^ 74.20 w 76 1 \ `S26 ° �i5. h� / o \ 93 �� O 07CVL ------ 80 ------- 4; R 85000 9s2/' \ M S2/ 000-"-- 004 \ /v L=45.51 o^' O / �(�T �/ ---- --- 2s` --A=30 40441 �26�86 >42 0 9"w 200 C.13rg=S43034'3311W 152.85 p , �4J , C.=44.97 / S00016'04"E 169.50 v 16.65 3 000 °OZ / 0110 %� I / ,\(o / 7� s9 �iN / / 00, / VICINITY MAP SECTION 14, T121, R25 NOT TO SCALE I� THE EAST LINE OF OUTLOT A, AUTUMN RIDGE 3RD ADDITION IS ASSUMED TO HAVE A BEARING OF N00°01'20"W. O Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown. [ALL OF THE DRAINAGE AND UTILITY EASEMENTS EMBRACED WITHIN LOT 3, BLOCK 17; LOT 1 BLOCK 18; AND OUTLOT A, AUTUMN RIDGE 3RD ADDITION, AS DEDICATED ON THE RECORDED PLAT THEREOF, WRIGHT COUNTY, MINNESOTA, HA VE BEEN VA CA TED PER DOC. N0. ---------------- 40.32 N / / / / / / / A r- r- l -1 - l i A I I oO SE COR OF SW 1/4 SEC. 14, --- T. 121, R. 25 ` y■ WRIGHT COUNTY C.I.M. I i I I 0 L I 21.47 SIO°13'pg �° 4202 C\1 C\1 C\i N r - W C1' LO N 00 9 STORM DRAIN EASEMENT TO CITY OF MONTICELLO PER DOC. NO. 616770 ` / / / / Scale in feet 0 50 100 150 ONE INCH EQUALS FIFTY FEET �Ln N w O N ALLIANT ENGINEERING SHEET 2 OF igHEETS EDMONSON AVE R-1 ZONING Z 0 50 100 200 SCALE IN FEET AUTUMN RIDGE VILLAS ZONING MAP MONTICELLOq MINNESOTA �'OUTLOT A i OZ DO O O N m< 8 m LJ P19* "1- AAnnllcelfLI �' 25 L4ndss R3 1T7 PROJECT LOCATION �r 41)061 y� .SI,Yli 15B ❑r 25 > Y n � 65111 S1 N€ „ m 2s � VICINITY MAP NOT TO SCALE SHEET INDEX NO. SHEET TITLE 1 COVER SHEET 2 PRELIMINARY PLAT 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 INFILTRATION BASIN DETAIL 6 UTILITIES PLAN 7 LANDSCAPEPLAN 8 LANDSCAPEPLAN 9 PHASING PLAN 19.111] a 11.71 WK1],10je1011.7 OCELLO LLC 4065 CHELSEA RD W MONTICELLO, MN 55362 PH: 763-271-8600 CONTACT: SHAWN WEINAND EM: shawnweinand@gmail.com DEVELOPER SW WOLD 9457 STATE HWY 10, SUITE 200 RAMSEY, MN 55303 PH: 763-323-7704 CONTACT: SCOTT WOLD EM:cheryl@swwold.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 ENGINEER DAVE NASH LICENSE NO. 21836 EM: dnash@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmiller@alliant-inc.com ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217—GOSO 1 SHEET OT 9 J t— G m N Q J a U J Q J Z > LL W p 0Z Q W _ z W Z o N cc w J W z Z O Q m LL U I hereby certify that this plan, specification, o report was prepared by nn. ounder my direct sup—Islon and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA ,gt DI VE NASN, PE B-16-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PIAT RESUBMITTAL 8-16-17 TIMAL PUD AND PLAT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217—GOSO 1 SHEET OT 9 PARCEL AREA TABLE PARCEL AREA SF AREA AC B11-1 3,868 0.09 31_1-2 4,273 0.10 61_1-3 3,973 0.09 B11-4 3,905 0.09 B11-5 3,908 0.09 B11-6 3,880 0.09 311-7 3,880 0.09 31_1-8 3,880 0.09 B1_1-9 3,648 0.08 B2_1-1 3,497 0.08 321-2 3,999 0.09 32_1-3 3,992 0.09 B21-4 3,520 0.08 B31-1 3,771 0.09 831-2 4,008 0.09 831-3 3,847 0.09 831-4 3,530 0.08 B4_1-1 3,720 0.09 B4_1-2 3,710 0.09 1341-3 3,710 0.09 Q 7 PARCEL AREA TABLE PARCEL AREA SF AREA AC B4_1-4 3,488 0.08 PARCEL AREA TABLE PARCEL AREA SF AREA AC B10 L8 3,839 0.09 / / / / / / O N a SITE PLAN SUMMARY: N00°01'277 1184.18,/ -- M J EDMONSON AVE / S S 5 1. GROSS SITE AREA (INCLUDES OUTLOTS A, B AND ALL LOTS) 2. NET SITE AREA (INCLUDES OUTLOT A & LOTS 1-41, LESS NSP EASEMENT) 3. LOT SUMMARY 4. NET DENSITY 5. COMMON AREA (OUTLOT A) 6. PROPOSED PARKING 7. PROPOSED SETBACKS FRONT YARD CORNER LOT SIDE YARD ADJACENT TO DRIVE REAR YARD (BETWEEN BUILDINGS) MINIMUM DISTANCE BETWEEN BUILDINGS BUILDING SET BACK FROM EDMONSON AVE R -O -W 8. EXISTING ZONING PROPOSED ZONING PROPERTY DESCRIPTION: AUTUMN RIDGE THIRD ADDITION, Wright County, Minnesota; EXCEPT, Blocks 1 and 2, said AUTUMN RIDGE THIRD ADDITION. 479,769SF (11.01AC) 383,314 (8.80AC) 20FT X 70FT LOTS 41 SINGLE FAMILY HOMES 4.66 UNITS/ACRE 264,600SF (6.07AC) 26STALLS 25' TYP, 21.4' MIN 20' 40' 10' 30' R-3 PUD PUD 47' TYPICAL HOUSE PAD MIN A = 3478 SF TYPICAL LOT DETAIL NOT TO SCALE LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE J NOTES: ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com t----- 80------ I J J Z Q z z Q Q '-jjI C� F-----80'----- C O IL � w J L zZ a ly IL I hereby certify that this plan, specification, or report"' prepared by me ounder my direct supervisionand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA ' �M DAVE NASH. PE 8-I6-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PLAT RESUBMITTAL 8-16-17 FINAL PUD AND PUT SUBMITTAL 1. COMMON AREA SHALL BE PLATTED AS OUTLOT A, WITH DRAINAGE AND UTILITY EASEMENT OVER ENTIRE LOT. PROJECT TEAM DATA DESIGNED: ON DRAWN: NS PROJECT NO: 217-0060 Z 0 25 50 100 2 SCALE IN FEET SHEET L 40T 9 MONUMENT SIGN) J SITE PLAN SUMMARY: 1. GROSS SITE AREA (INCLUDES OUTLOTS A, B AND ALL LOTS) 479,769SF (I LOIAC) 2. NET SITE AREA (INCLUDES OUTLOT A & LOTS 1-41, LESS NSP EASEMENT) 383,314 (8.80AC) 3. LOT SUMMARY 47FT X 74FT LOTS (MIN) J 41 SINGLE FAMILY HOMES 4. NET DENSITY 4.66 UNITS/ACRE 5. COMMON AREA (OUTLOT A) 264,600SF (6.07AC) 6. PROPOSED PARKING 26 STALLS 7. PROPOSED SETBACKS Q FRONT YARD 25' TYP CORNER LOT SIDE YARD ADJACENT TO DRIVE 20' REAR YARD (BETWEEN BUILDINGS) 40' MINIMUM DISTANCE BETWEEN BUILDINGS 10' BUILDING SET BACK FROM EDMONSON AVE R -O -W 30' 8. EXISTING ZONING R-3 PUD PROPOSED ZONING PUD EXISTING TOWNHOMES EDMONSON AVE (PUBLIC) 47' s s TYPICAL HOUSE PAD r A = 2800 SF TYPICAL LOT DETAIL NOT TO SCALE OUTLOT AA—i LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE ® CLUSTER MAILBOX NOTES: J 1. COMMON AREA SHALL BE PLATTED AS OUTLOT A, WITH DRAINAGE AND UTILITY EASEMENT OVER ENTIRE LOT z 0 25 50 100 SCALE IN FEET &` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PLAT RESUBMITTAL 8-16-17 FINAL PUD AND PLAT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 3 SHEET 34of 9 J Q J z > IL W p a z 0 z Q cc z IL a z 0 aZ � cn I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA DAVE NASH, PE 8-16-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PLAT RESUBMITTAL 8-16-17 FINAL PUD AND PLAT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 3 SHEET 34of 9 E n 7 o I IES ISTING STORM PON I I NWL = 947.2 I HWL = 953. A"6 I I (PER CITY) INFILTRATION BASIN B STORAGE PROVIDED -14,196 CF / / I STORAGE REQUIRED -10,142 CF MAXIMUM ALLOWED INFILTRATION STORAGE BASED ON FOOTPRINT SF, 1 63 IN/HR I/ RATE & 48 HR DD — 10,315 CF / HWL 953.5 \ / (PER CITY) 1 1 1111 II I � m/ o �D SII IIIIII 'I ^� �< IIIIII �i R Ii I I I I I I I I I I Ia 1/2"-2" ROCK 12 SLOPE 2 T INFILTRATION WATER ASIN FLOW _ !tG�06TEXTILE ROCK WEEPER PROFILE VIEWLINERYPFABRIC LINER TYPE IV ALONG NOTES BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2 CLASS I—IV RIPRAP SPEC 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733 ROCK WEEPER NOT TO SCALE 2" x 2" WOOD POSTS — EXISTING CONTOUR FILTER FABRIC 40' OC. pp (MIRAFI—ENVIRO FENCE 90 LFE=900 REAR (LOWEST OPENING) TW 15.0 OR APPROVED EQUAL) 3 PROPOSED LOWEST BOTTOM OF WALL ELEVATION MIN 30" — MAX. 36" FLOOR ELEVATION y ABOVE GRADE DIRECTION OF CS/LO=CRAWL SPACE/ LOOKOUT PROPOSED GARAGE DRAINAGE G=901,r ELEVATION PRE—CONSTRUCTION SILT FENCE TYPICAL LOT �BACKFILL 6" x 6" TRENCH NOT TO SCALE IIIII_IIIIII � as a .m..NNN.o.NIUMM., -111 E UNDISTURBED SOIL SILT FENCE NO SCALE -Imp �- •' Residential Gravel Standard Plate Library Construction Entrance Standard Plate Librar City of Monticello oa. 03-05 "°" "° City of Monticello 6001 X03-15 GRADING NOTES: 2 3 4. Inlet Protection Inlet Protection Bio Log Staking 5 y Catch Basin Insert Standard Plate Library Crate Inlet Cmer A:�� rd Plate Library ,.w Straw or Waod Bio Roll 03-07 City of Monticello ooN: 03-07 — „,. f Monticello RR« o3__ •03-15 4 RerYee03-15 600503-15 rw1. 6009 GRADING LEGEND: — — —912 — — — EXISTING CONTOUR —912 — PROPOSED GRADE AT pp HOUSE TYPE 90 LFE=900 REAR (LOWEST OPENING) TW 15.0 FB - FULL BASEMENT 3 PROPOSED LOWEST BOTTOM OF WALL ELEVATION CS=CRAWLSPACE— FLOOR ELEVATION y FB/LO-FULL BASEMENT/ LOOKOUT CS/LO=CRAWL SPACE/ LOOKOUT PROPOSED GARAGE RETAINING WALL G=901,r ELEVATION PRE—CONSTRUCTION SILT FENCE TYPICAL LOT POST—CONSTRUCTION SILT FENCE NOT TO SCALE INLET PROTECTION (AS NEEDED) � as a .m..NNN.o.NIUMM., a.,�.. -Imp �- •' Residential Gravel Standard Plate Library Construction Entrance Standard Plate Librar City of Monticello oa. 03-05 "°" "° City of Monticello 6001 X03-15 GRADING NOTES: 2 3 4. Inlet Protection Inlet Protection Bio Log Staking 5 y Catch Basin Insert Standard Plate Library Crate Inlet Cmer A:�� rd Plate Library ,.w Straw or Waod Bio Roll 03-07 City of Monticello ooN: 03-07 — „,. f Monticello RR« o3__ •03-15 4 RerYee03-15 600503-15 rw1. 6009 GRADING LEGEND: — — —912 — — — EXISTING CONTOUR —912 — PROPOSED CONTOUR pp x12.44 f,9V2 PROPOSED SPOT ELEVATION TW 15.0 TOP OF WALL ELEVATION BW 11.0 / BOTTOM OF WALL ELEVATION —.00% DIRECTION OF DRAINAGE y EMERGENCY OVERFLOW ROUTING RETAINING WALL rRE sr PRE—CONSTRUCTION SILT FENCE sT F POST—CONSTRUCTION SILT FENCE INLET PROTECTION (AS NEEDED) � � Z 0 25 50 100 SCALE IN FEET THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). ALL DISTURBED AREAS, EXCEPT ROADWAYS, SHALL BE RESTORED WITH MINIMUM 4" TOPSOIL AND SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF SITE GRADING. SEEDING SHALL BE MN/DOT MIXTURE NO. 500 (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED, MULCHED AND DISC ANCHORED. STRAW MULCHING QUANTITY SHALL BE 2 TONS PER ACRE. WHERE SLOPES EXCEED 3:1, A POLYPROPYLENE NETTING OR WOOD FIBER BLANKET SHALL BE PROVIDED AND STAKED OVER THE MULCHED AREA. FERTILIZER (15-10-10) SHALL BE APPLIED AT A RATE OF 400 POUNDS PER ACRE. ALL LOTS TO BE GRADED ON AN INDIVIDUAL BASIS. LOT SPECIFIC SEDIMENT AND EROSION CONTROL MEASURES TO BE PROVIDED BY INDIVIDUAL BUILDER. INLET PROTECTION TO BE INSTALLED AS NEEDED DURING HOME CONSTRUCTION. Alm ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a J J_ /W V o Z FE :2 Z o J J U Z Q � I hereby certify that this plan, specification, or report was prepared d b o e under 1' ectsupervlslonand that ly am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA b.v0—L DAVE NASH, PE 8-16-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PLAT RESUBMITTAL 8-16-17 FINAL PUD AND PLAT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 4 SHEET �<� 9 I A 1 A \ II I 1 I ING I I i I I � NWL i I HWL \ ' I (PER 6 a INFILTRATION BASIN TOP -947.2 BOTTOM -943 STORAGE PROVIDED -14,196 STORAGE REQUIRED -10,142 I CE CF MAXIMUM ALLOWED INFILTRATION STORAGE BASED ON FOOTPRINT SF, 1.63 IN/HR RATE & 48 HR DD — 10,315 CF I I I HWL 953.5 \ I I I (PER CITY) II I 1 1/2-2" ROCK 11 %1:2LOPE 1 INFILTRATION WATERtil BASIN FLOW ROCK WEEPER PROFILE VIEW GEOTEXTILE FABRIC LINER TYPE IV ALONG NOTES: BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2, CLASS I—IV RIPRAP SPEC 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733 ROCK WEEPER NOT TO SCALE INFILTRATION BASIN SEED MIX. MN SEED MIX 33-261, STORMWATER SOUTH AND WEST -NATIVE PROPOSED INFILTRATION -KBASIN WITH PRETREATMENT IFOREBAY AND ROCK WEEPER. I CONTRACTOR TO MIX CLEAN SAND AND ONSITE NATIVE CLAY TO OBTAIN AN INFILTRATION RATE BETWEEN ;1.63 IN/HR AND 8.63 IN/HR. GEOTECHNICAL ENGINEER TO FIELD VERIFY RATE. EXISTING CONTOUR 912 PROPOSED CONTOUR -EXISTING x12.44 +912 950 TW 15.0 TOP OF WALL ELEVATION FINISH GRADE BOTTOM OF WALL ELEVATION ROUND 950 EMERGENCY OVERFLOW ROUTING / (311 MHAJ \ / PRE—CONSTRUCTION SILT FENCE 948 MATCH INFILTRATION SEED MIX W EPE MN SEED MIX 33-261 \ 948 1 //I/ . =EL_94 .2 6 a INFILTRATION BASIN TOP -947.2 BOTTOM -943 STORAGE PROVIDED -14,196 STORAGE REQUIRED -10,142 I CE CF MAXIMUM ALLOWED INFILTRATION STORAGE BASED ON FOOTPRINT SF, 1.63 IN/HR RATE & 48 HR DD — 10,315 CF I I I HWL 953.5 \ I I I (PER CITY) II I 1 1/2-2" ROCK 11 %1:2LOPE 1 INFILTRATION WATERtil BASIN FLOW ROCK WEEPER PROFILE VIEW GEOTEXTILE FABRIC LINER TYPE IV ALONG NOTES: BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2, CLASS I—IV RIPRAP SPEC 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733 ROCK WEEPER NOT TO SCALE INFILTRATION BASIN SEED MIX. MN SEED MIX 33-261, STORMWATER SOUTH AND WEST -NATIVE PROPOSED INFILTRATION -KBASIN WITH PRETREATMENT IFOREBAY AND ROCK WEEPER. I CONTRACTOR TO MIX CLEAN SAND AND ONSITE NATIVE CLAY TO OBTAIN AN INFILTRATION RATE BETWEEN ;1.63 IN/HR AND 8.63 IN/HR. GEOTECHNICAL ENGINEER TO FIELD VERIFY RATE. 0+00 0+50 1+00 SECTION A -A n LEGEND: --912— -- EXISTING CONTOUR 912 PROPOSED CONTOUR -EXISTING x12.44 +912 950 TW 15.0 TOP OF WALL ELEVATION FINISH GRADE BOTTOM OF WALL ELEVATION ROUND 950 EMERGENCY OVERFLOW ROUTING / (311 MHAJ \ / PRE—CONSTRUCTION SILT FENCE 948 MATCH INFILTRATION SEED MIX W EPE MN SEED MIX 33-261 948 //I/ . =EL_94 .2 946 946 PROVIDED =14,196 944 CF 944 EL:94 E :943_ PRETRE TMENT 942 (EXISTING SAND) FOREBA 942 940 940 0+00 0+50 1+00 SECTION A -A n LEGEND: --912— -- EXISTING CONTOUR 912 PROPOSED CONTOUR as x12.44 +912 PROPOSED SPOT ELEVATION TW 15.0 TOP OF WALL ELEVATION BW 11.o BOTTOM OF WALL ELEVATION _.007 DIRECTION OF DRAINAGE EMERGENCY OVERFLOW ROUTING RETAINING WALL PRE= SF = PRE—CONSTRUCTION SILT FENCE INLET PROTECTION U U U INFILTRATION SEED MIX U U MN SEED MIX 33-261 0 10 20 40 SCALE IN FEET 1.1 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J J LU 0 2 z Z o J J W U Z a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 5 243 SHEET 5 of 9 UTILITY NOTES: 1 EXISTING WATER SERVICES TO BE CUT & PLUGGED 210' FROM BACK OF EXISTING CURB, AND CURB STOP REMOVED (SEE DETAIL) 2 NO ABANDONMENT REQUIRED FOR SANITARY SERVICES 3 EXISTING WATER SERVICES ARE 1" COPPER. 4 EXISTING SANITARY SEWER SERVICES ARE 4"PVC 5. IRRIGATION SERVICES MAY BE ADDED TO PLAN (USING AN EXISTING WATER SERVICE) REFER TO THE IRRIGATION PLAN FOR DETAIL 6 A UTILITY EXCAVATION PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPT PRIOR TO COMMENCEMENT OF THE SEWER AND WATER UTILITY CONNECTIONS TO EACH HOME ALONG WITH THE REMOVAL AND ABANDONMENT OF THE UNUSED WATER SERVICE STEEL T-STYIE FENCE POST PNNTED BLUE WITH "OIL I PLANT AND MINIMUM 2" REFLECTORI2ED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALUTION (INCIDENTAL) 4 STREET 4 7 1z• a 1Y o _ AS REQUIRED AS REQUIRED GROUND UNE 11'- 0" 11'- 0" — GROUND LINE 2' L— J 2• REMOVE V-1 f" STANDPIPE WITH STAMONMY ROD )'- 6" MIN COVER 1" CORP. COCK LII\ Flt 1' COPPER LNE 1" COPPE� `L BRICK n x n x 1 WATERMAIN 4" K B" K 2" RELOCATE CM CURB SICP Y/11f BLANK BLUE, } 10' FROM BMOC OF NOTE: ATTACH SHUT OF ROD TO CURB STOP CURB AND PLUG SERNCE WITH COPPER CM WATER SERVICE ABANDONMENT DETAIL LEGEND: Z O 25 50 100 L� SCALE IN FEET &` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Ihereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA DAVE NASH, PE 8-16-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PUT RESUBMITTAL 8-16-17 FINAL PUD AND PUT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 6 SHEET 64of 9 EXISTING GAVE VALVE EXISTING HYDRANT EXISTING WATERMAIN ❑ EXISTING CATCH BASIN OEXISTING STORM MANHOLE » EXISTING STORM SEWER O EXISTING SANITARY MANHOLE D D EXISTING SANITARY SEWER is ABANDON SERVICE (SEE NOTE #1) IE 900.0 EXISTING SANITARY SERVICE INVERT Z O 25 50 100 L� SCALE IN FEET &` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Ihereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA DAVE NASH, PE 8-16-17 21836 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PUT RESUBMITTAL 8-16-17 FINAL PUD AND PUT SUBMITTAL PROJECT TEAM DATA DESIGNED: DN DRAWN: NS PROJECT NO: 217-0060 6 SHEET 64of 9 REQUIR IM ER BUFFER • PERIMETER BUFFER (SEC - ): N REQUI ED SITE LANDSCAPE -SECTION .1 H _ � L SINGLE FAMILY DETACHED: E I D PLANTI G PE TE 2-2" CANOPY TREE P R L T NEIL RA IONBASIN 4-2" CANOPY TREE O C R L TS SEEDING, REFER TO ,., - WEV°E,;,o GSE• CANOPY TREE 2 CAL INCH LEGE P ND SCHEDULE .,..,n.*. EVERGREEN TREE 2 C L ��°�I 7 g N ��I -� P,// - %' a ��u ul=ul I .9 /�• /o'� _ I I III IILII❑IIIIL-JII T II II 3 E Dim TREE PLANTING DETAIL SHRUB PLANTING DETAIL ^D Al 40.32\ ti _ AS Ail 11'12"E S00a164"IE -1 0 EA EVENT %SOD J� J x 9s � z � s' s a/ s � 2 r tluu B 2' a ^i o aY r h _ _ �� 00 n f0 � � / � ^_, 962 � I '� 00 2 DO 01 O C 00 a 2 �m - � O !—_— —_—_— —_ E m U LANDSCAPE PLAN NOTES: n 1. LANG SCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS. 2 CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION p THE STAKES SHALL INCLUDE THE TYPE/VARIETY OF TREES TO BE PLANTED. CONTRACTOR SHALL HAVE OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. Q 3 ALL LANDSCAPE MATERIAL SHALL CONFORM TO THE LATEST VERSION OF AMERICAN STANDARD Q OF NURSERY STOCK (ANSI Z60.1, AMENDED). LANDSCAPE MATERIAL SHALL BE PLANTED 3 ACCORDING TO SOUND NURSERY PRACTICES 4 ALL SHRUB AREAS UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, UNLESS SPECIFIED AS OTHER POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. O 5 INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES 0 ISOLATED FROM PLANT BEDS 0 6. CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR I BEGINNING AT THE DATE OF ACCEPTANCE. CONTRACTOR WILL MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). @ 7. ANY MATERIAL WHICH DIES, OR DEFOLIATES (PRIOR TO ACCEPTANCE OF WORK) WILL BE a PROMPTLY REMOVED AND REPLACED THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. ly B LANDSCAPE CONTRACTOR TO WATER AND MAINTAIN ALL PLANT MATERIALS AND SEED UNTIL INITIAL ACCEPTANCE. 6 9ALL MATERIAL SHALL COMPLY WITH STATE AND LOCAL CONSTRUCTION STANDARDS JJ 10. LANDSCAPE CONTRACTOR SHALL REMOVE ALL OF THEIR OWN DEBRIS FROM SITE. 11. REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY RESULTING FROM LANDSCAPE C WORK. m 12. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID n DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES, SITE STRUCTURES, ETC., RESULTING FROM t00 LANDSCAPE WORK. 13. LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 0 14. AFTER COMPLETION OF WORK AND PRIOR TO LEAVING SITE, SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. ALL PLANTING SOIL BELOW ROOT BALL SHALL BE COMPACTED AND THOROUGHLY WATERED O PRIOR TO PLANTING. ry 16. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL X SPECIFICATIONS FOR DISTURBED AREA STABILIZATION N 17. LANDSCAPE CONTRACTOR TO BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. F 18. ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE SHOWN ON PLANS. NOTES: 1. QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY, 2. OVERSTORY AND CONIFER TREES ARE SHOWN AT MATURE SIZE 3. EVERGREEN TREES MINIMUM SIZE SHALL BE 2" CALIPER INCHES 4. INDIVIDUAL FOUNDATION PLANTINGS WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT. GAS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 96 I J Z LL 96, _ Q oIL . - 0 960 %,,, � =,, ,," - - "„ Z tl U -�� -- W J N H Z EMENT O, Z Z Q 0 LL J ----------------- _—_—_—_—_—------------------------------------ - __—_—_—__—_—_—_—_—_—_—_---__ hereby certify that chis plan. specification, or report w prepared by m m ounder y SEEDING NOTES: LANDSCAPE LEGEND: am supervisionand that I duly Licensed PROFESSIONAL ENGINEER under INFILTRATION BASIN SEED MlAT MN STATE SEED MIX 33-261 WATER the laws Of the State Of LIVE S SOUTH &WEST) SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED) MINNESOTA APP, Y 'FFD PFR THF In, InWINn. MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 PROPOSED DECIDUOUS OVERSTORY IJ� (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN TREE, REFER TO PLANTING SCHEDULE M AIT �_ 48 HOURS OF SEEDING MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT L[ FROM BLOWING AWAY PROPOSED CONIFEROUS TREE, a -I6-17 18425 „u.REFER TO PLANTING SCHEDULE Date License No. SEEDING SHALL BE APPLIED FROM APRIL 1 -JUNE 30 OR NOV 1 -FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF O PROPOSED SHRUB, REFER TO QUALITY ASSURANCE/CONTROL HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED PLANING SCHEDULE. TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA) SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A BY DATE % MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CU TI -PACKER OR INFILTRATION BASIN SEED MIXES: DATE ISSUE EQUIVALENT SEE MNDOT SEEDING MANUAL FOR REFERENCE SEED MIX - MN SEED MIX 33-261, 5-26-17 CONCEPT PLAN MAINTAIN SEEDED AREAS BY WATERING, RE NSE STA AND THE SPECIFIED AS STORMWATER SOUTH AND WEST -NATIVE 6-30-17 PRELIMINARY PLAT SUBMITTAL NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED ANY AREAS FAILING TO ESTABLISH A STAND SHALL 8-2-17 PRELIMINARY PLAT RESUBMITTAL BE RESEEDED, REFERTILIZED AND REMULCHED (UNLESS OTHERWISE SPECIFIED) 8-16-17 FINAL PUD AND PUT SUBMITTAL WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. REFER TO 0&M DOCUMENT FOR FURTHER DETAILS REGARDING INSPECTION AND MAINTENANCE PRACTICES REFER TO MN STATE SEED MIX MANUAL PROJECT TEAM DATA DESIGNED: DN DRAWN: MM PROJECT NO: 217-0060 Z 0 25 50 100 7 SCALE IN FEET SHEET / 40T 9 ED - N00"01'23"W 1184.18 ---- // 956 958 EDM0 SD A/ - d t /ENUE � 1 LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS 18 GM OVFRSTORY TREES GREEN MOUNTAIN SUGAR MAPLE Acer soccarum 'Green Mountain' 2" B&B 14 BM AUTUMN BLAZE MAPLE Acer x freemanii 'Jeffersred' 2" B&B 14 CH COMMON HACKBERRY Celtis occidentalis 2" B&B O19 RL REDMOND LINDEN Tilia americana 'Redmond' 2" B&B ® 9 QA QUAKING ASPEN Populous tremuloides 2" B&B CONIFERS 7 AP WHITE PINE Pinus strobus 6' (2") B&B FULL FORM 17 BS BLACKHILLS SPRUCE Picea glauca densato 6' (2") B&B FULL FORM 8 BE BALSAM FIR Ables balsameo 6' (2") B&B FULL FORM SHRUBS 23 O SS STAGHORN SUMAC Rhus typhina 24" HT. POT NOTES: 1. QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY, 2. OVERSTORY AND CONIFER TREES ARE SHOWN AT MATURE SIZE 3. EVERGREEN TREES MINIMUM SIZE SHALL BE 2" CALIPER INCHES 4. INDIVIDUAL FOUNDATION PLANTINGS WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT. GAS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 96 I J Z LL 96, _ Q oIL . - 0 960 %,,, � =,, ,," - - "„ Z tl U -�� -- W J N H Z EMENT O, Z Z Q 0 LL J ----------------- _—_—_—_—_—------------------------------------ - __—_—_—__—_—_—_—_—_—_—_---__ hereby certify that chis plan. specification, or report w prepared by m m ounder y SEEDING NOTES: LANDSCAPE LEGEND: am supervisionand that I duly Licensed PROFESSIONAL ENGINEER under INFILTRATION BASIN SEED MlAT MN STATE SEED MIX 33-261 WATER the laws Of the State Of LIVE S SOUTH &WEST) SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED) MINNESOTA APP, Y 'FFD PFR THF In, InWINn. MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 PROPOSED DECIDUOUS OVERSTORY IJ� (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN TREE, REFER TO PLANTING SCHEDULE M AIT �_ 48 HOURS OF SEEDING MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT L[ FROM BLOWING AWAY PROPOSED CONIFEROUS TREE, a -I6-17 18425 „u.REFER TO PLANTING SCHEDULE Date License No. SEEDING SHALL BE APPLIED FROM APRIL 1 -JUNE 30 OR NOV 1 -FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF O PROPOSED SHRUB, REFER TO QUALITY ASSURANCE/CONTROL HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED PLANING SCHEDULE. TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA) SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A BY DATE % MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CU TI -PACKER OR INFILTRATION BASIN SEED MIXES: DATE ISSUE EQUIVALENT SEE MNDOT SEEDING MANUAL FOR REFERENCE SEED MIX - MN SEED MIX 33-261, 5-26-17 CONCEPT PLAN MAINTAIN SEEDED AREAS BY WATERING, RE NSE STA AND THE SPECIFIED AS STORMWATER SOUTH AND WEST -NATIVE 6-30-17 PRELIMINARY PLAT SUBMITTAL NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED ANY AREAS FAILING TO ESTABLISH A STAND SHALL 8-2-17 PRELIMINARY PLAT RESUBMITTAL BE RESEEDED, REFERTILIZED AND REMULCHED (UNLESS OTHERWISE SPECIFIED) 8-16-17 FINAL PUD AND PUT SUBMITTAL WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. REFER TO 0&M DOCUMENT FOR FURTHER DETAILS REGARDING INSPECTION AND MAINTENANCE PRACTICES REFER TO MN STATE SEED MIX MANUAL PROJECT TEAM DATA DESIGNED: DN DRAWN: MM PROJECT NO: 217-0060 Z 0 25 50 100 7 SCALE IN FEET SHEET / 40T 9 a CD N O A //RTY LI N E \ PROPS I/ I I I I I I I I I I I I I I I I I I I I I I I I I _1 i I — I I I I I I I I I I I I I I TYPICAL FOUNDATION PLANTING: PATIO MAI N GARAGE I I I I I -ROCK UNDER DECK IF ONE IS TO BE INSTALLED. I I I I I I I I I I I I I I I I � � I b\ POLY—EDGER O I I ROCK MULCH OVER N FILTER FABRIC. I a I 1.5' rt 3—GM I I 2—SD� � N ENTRY O GP// I --- / O V 0 2.5 5 10 SCALE IN FEET LANDSCAPE PLAN NOTES: 1. LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS. 2. CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. THE STAKES SHALL INCLUDE THE TYPE/VARIETY OF TREES TO BE PLANTED. CONTRACTOR SHALL HAVE OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 3. ALL LANDSCAPE MATERIAL SHALL CONFORM TO THE LATEST VERSION OF AMERICAN STANDARD OF NURSERY STOCK (ANSI Z60 1, AMENDED) LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. 4 ALL SHRUB AREAS UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF ROCK MULCH OVER FILTER FABRIC, UNLESS SPECIFIED AS OTHER. POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. 5. CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE CONTRACTOR WILL MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER) 6. ANY MATERIAL WHICH DIES, OR DEFOLIATES (PRIOR TO ACCEPTANCE OF WORK) WILL BE PROMPTLY REMOVED AND REPLACED. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. 7. LANDSCAPE CONTRACTOR TO WATER AND MAINTAIN ALL PLANT MATERIALS AND SEED UNTIL INITIAL ACCEPTANCE 8 ALL MATERIAL SHALL COMPLY WITH STATE AND LOCAL CONSTRUCTION STANDARDS 9 LANDSCAPE CONTRACTOR SHALL REMOVE ALL OF THEIR OWN DEBRIS FROM SITE 10 REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY RESULTING FROM LANDSCAPE WORK. 11 CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES, SITE STRUCTURES, ETC , RESULTING FROM LANDSCAPE WORK CALL STATE ONE CALL SYSTEM, DIAL 811 48 HOURS PRIOR TO DIGGING. 12. LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 13. AFTER COMPLETION OF WORK AND PRIOR TO LEAVING SITE, SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS 14 ALL PLANTING SOIL BELOW ROOT BALL SHALL BE COMPACTED AND THOROUGHLY WATERED PRIOR TO PLANTING. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATIONS FOR DISTURBED AREA STABILIZATION. 16. LANDSCAPE CONTRACTOR TO BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. 17. ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE SHOWN ON PLANS. LANDSCAPE SCHEDULE—TYPICAL FOUNDATION PLANTING QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS SHRUBS O 3 GM GOLDMOUND SPIREA Spiraea x 'Goldmound' 24" HT POT FLOWERS: PINK 0 2 SD STELLA SUPREME DAYLILY Hemerocalis 'Stella Supreme' 1 GAL POT FLOWERS: YELLOW NOTES. 1. QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. 2.PLANTINGS ARE SHOWN AT MATURE SIZE. 3. REQUIRED SHRUBS SHALL BE PLACED A MINIMUM OF 3' FROM BUILDING. LANDSCAPE LEGEND: OPROPOSED SHRUB, REFER TO PLANING SCHEDULE PROPOSED PERENNIAL, REFER TO PLANING SCHEDULE. PROPOSED EDGING ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 61 2.758 . 3099 FAX www.alliant-inc.com U) J J_ W o z FE 12 z o J J U Z Q � z J IL LU IL a U N z J I hereby certify that this plan, specification, or report w o prepared by me r under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MALEA��CEk.,- 8-16-17 18425 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITTAL 8-2-17 PRELIMINARY PLAT RESUBMITTAL 8-16-17 FINAL PUD AND PLAT SUBMITTAL PROJECT TEAM DATA DESIGNED: ON DRAWN: NS PROJECT NO: 217-0060 8 SHEET ��G I 9 / \ (PUBLIC) ' LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE PHASE 1 PHASE 2 ® PHASE 3 ® PHASE 4 Z 0 25 50 100 SCALE IN FEET a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com PROJECT TEAM DATA DESIGNED: DN DRAWN: SL PROJECT NO: 217-0060 9 SHEET Off 9 J H t— m a J a V) J Q J Z > M LU a Z 0Z Z a Z 0 � J J a Z Ld U a a2 Z Q M LL a I hereby certify that this plan, specification, o report was Prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA a. DAVE PE DAVE 8-18-17 21838 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-26-17 CONCEPT PLAN 6-30-17 PRELIMINARY PLAT SUBMITT 8-2-17 PRELIMINARY PLAT RESUBMITTA 8-16-17 FINAL PUD AND PLAT SUBMITT, PROJECT TEAM DATA DESIGNED: DN DRAWN: SL PROJECT NO: 217-0060 9 SHEET Off 9 I It ble- - 248 011111�-= ML Oi LEFT ELEVATION *ALL OVEHANC-75 1'-0" Wt- C*MVT0R TO VERIFY ALL DIH36M w coomm W BE W10MU FOR WE vw 12 O vin REAR ELEVATION VINYL (�) RICX ELEVATION W-4-01 I'D �--� JUN 5 2017 2" 51i HErk FA5M EM13MMEME] 5rowmmfRw UD65TOW CM OFRONT ELEVATION AI V4'=I'-O' N Q) k,n K Lu 5Fi1=ET 249 1 .4 REVISIONS o z O ry Q 4 / .0-+ZI .9 -+IE .o -+4t / 0 ----------- N-----------------C�� r -- cl Ln— — — — — — — — — — — — — — �. W -Z m I I Q J— — — — — — — — — — — — — — — — — — I�r i I �� I\I L4 '51 — I -T------- �8 ❑ \ .O.9 . I QRO.lECT I N S'' \ I\i � i ----------\IU DRAKN SY .0-+9 0 • s 5HEET 9 --4 250 .0-4 r JL.9-,4 .9•d OD Z -Z Q rp r cV I U / r oIxz-z d}.9 A.9 z .1= ,9 z Q 0DZ-Z 7( J -,s .I-1 rra2d i L------� o i--------- 9i i w I I o O O J jfll s II ca III --JL--J I )-4,I .If .Z `.1, -- L a tlllf � � � � ty O r � u C N i- opcz-Z FE ❑Q T cra } U, N Z .0hel .o-,9 u; <r - I REVISIONS PRO.EGT Q� DRAM 6Y SHEET __4 0 251 36-0' A4 V4'=1'-0' 240* 5#0.E5 5# FELT (a I WATER 5HII9.D) V2' PLYWD. 5nm WVGLIPS ROOF VB1151:300 FER GODS AR GHU EAOLID WNDW46H MAW. DESI6M TF466B WV 10' RAISED EW ROY HE R-44 BLM FORUK35 IN51L R-38 MIK • H ILMLL EDGE POLY VB. b MIL ML GRO56 LAMNATED 5/8' 6YR BD. ALlR1M FK:PM VENTED 5OFFIT 2X4 LOOKOM I LED6E vurL SUM "VIb' 05.5.5m. WRAP IN Hp6EWRAP 2X6 SAM Ib' OL. R-21 BATT IN5LL.. POLY VB. V2' 6YR BD. R-23 GLO5ED au 5PRAY FOAM DO NOT 5TOP ,6T. SHORT V2'AVM BOLTS A b'-0' MAX. TRTR 51LL PLATE/51U. 5EALER WATE}'ROOF BELOW 6RADE 5G 12' BIK 20X8 GONG. FT6. 5" W MLX 4' DRAIN TILE 5Y5TEN R-10 RI61V II61,L. • ffiff ER R-5 R16D WILL. WAVE WALL REYISIomd r - O Q lz CN eF MAIN LEVEL II 12'-8' 17-8' II 12',B' 1 3/4' TI6 PLYWD. 6ARA6E SLAB 3/4'T46 PLYWD. I 2X10.5% RADON 6A5 YEW �I I Q v 3' PVG PIPE I I IG b' V2 WAI OK Ne! WBLK IG b'BLK 3/4' PLYMU Wi R. 12' BLK. 4'6M. 5W5612 BLK. 4' GONG. SLAB 20X8 GONG. M. 20X8 GONG. Fib. I WED I W&W 5EALED BASKET 5PRAY FOAM Y DOWN OVER 2W .6T. Ib' OL. 2X10 ZT. Ib' OL. I MIT. I6' OL. TOP OF � TOP OF BLK WALL 2X4 SM Ib' OL.--� IG 4' V2 H16H BLK.pr GRA& I I I I 16X8 GONG. Mi. 4' GONG. STAB ..;.;.b�HLR7LYRADOH�Z 4' LAYER 3/4' GR SW ROCK A4 V4'=1'-0' 240* 5#0.E5 5# FELT (a I WATER 5HII9.D) V2' PLYWD. 5nm WVGLIPS ROOF VB1151:300 FER GODS AR GHU EAOLID WNDW46H MAW. DESI6M TF466B WV 10' RAISED EW ROY HE R-44 BLM FORUK35 IN51L R-38 MIK • H ILMLL EDGE POLY VB. b MIL ML GRO56 LAMNATED 5/8' 6YR BD. ALlR1M FK:PM VENTED 5OFFIT 2X4 LOOKOM I LED6E vurL SUM "VIb' 05.5.5m. WRAP IN Hp6EWRAP 2X6 SAM Ib' OL. R-21 BATT IN5LL.. POLY VB. V2' 6YR BD. R-23 GLO5ED au 5PRAY FOAM DO NOT 5TOP ,6T. SHORT V2'AVM BOLTS A b'-0' MAX. TRTR 51LL PLATE/51U. 5EALER WATE}'ROOF BELOW 6RADE 5G 12' BIK 20X8 GONG. FT6. 5" W MLX 4' DRAIN TILE 5Y5TEN R-10 RI61V II61,L. • ffiff ER R-5 R16D WILL. WAVE WALL REYISIomd r - O Q lz CN eF FRONT BLK. DETAIL A4 V4'=1'-0' OGARAGE BLK. DETAIL A4 A'40 51 T 4 __4 252 PROJECT 3/4' TI6 PLYWD. 6ARA6E SLAB 3/4'T46 PLYWD. I 2X10.5% 2• LE XEN 2XIO.6T. Q v G 8' V2 HIM BLK. IIG IG b' V2 WAI OK Ne! WBLK IG b'BLK 12' BLK. 4'6M. 5W5612 BLK. 4' GONG. SLAB 20X8 GONG. M. 20X8 GONG. Fib. I DRAM BY FRONT BLK. DETAIL A4 V4'=1'-0' OGARAGE BLK. DETAIL A4 A'40 51 T 4 __4 252 II II — -- — — — — — — — ` — — SCHOOL BL VD. �iMSfi g (PUBLIC) nN--22 S8V58r38'W 477.41 —OEC OE LEGAL DESCRIPTION Autumn Ridge Third Addition, Wright County, Minnesota, except Lots 1-6, Block 1 and Lots 1-6, Block 2. NOTES 1. This survey and the property description shown harem are based upon legal description provided, our in house records and may not depict all easements, appurtenances or encumbrances affecting the property 2 The locations of underground utifi ies are depicted based on information from Gopher State One Call system tar a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact Verify all utilities critical to construction or design 3 The orientation of this bearing system is based on the Wright County Coordinate System NAD83 Coordinates are Wright County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 1995. 4 All distances are in feet 5 The area of the above described property is 479,769 square feet or 11.014 acres. 6 Bench Mark 1: Top nut of hydrant located at the intersection of Apple Lane and Orchard Circle having an elevation of 961.48 feet NGVD29. 7. There is a drainage and utility easement over all o1 Outlot A, pad of Lot 3, Block 17, and part o1 Lot 1, Block 18 LEGEND 0 IRON PIPE FOUND E HYDRANT G UNDERGROUND GAS g WATER VALVE D SANITARY SEWER CURB STOP —» »� STORM SEWER W/FLARED END SECTION D TELEPHONE BOX WATERMNN QS SANITARY MANHOLE OE OVERHEAD ELECTRIC SIGN O Q ❑ CATCH BASIN M Q ELECTRIC BOX 3 LIGHT 0 0 0 0 FIBER OPTICS VAULT 0 GUY WIRE 0 0 Q STORM MANHOLE U T TR TRANSFORMER O 4 POWER POLE O ® CABLE BOX 0 xsos ai SPOT ELEVATION DENOTES MANAGE ,k UTILITY EASEMENT / 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-inc.com AUTUMN RIDGE VILLAS 0 30 60 Ise EXISTING CONDITIONS SURVEY SCALE IN FEET SCHOOL BLVD. & OAKWOOD DRIVE E. MONTICELLO, MN E N I N O M 3 0 0 0 0 0 0 U T O 1 hereby certify that th,s survey, plan, or report O as prepared by me or under my d,reot 0 superv,s,cn and that I am a duly L,censed Land Surveyor under the laws of the state of Minnesota DENNIS B. OLMSTEAD O j PFf�" R REVIEW Signature E JUNE 29, 2017 18425 Date License Number I DRAWN BY OL, PLF 3 0 CHECKED BY DBO DATE ISSUED 06/29/17 SCALE1"-60 JOB NO. 217-0060C FIELD CREW SLC (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT IREEMENT dated MONTICELLO, a Minnesota (Developer Installed MN RI VILLAS I i-il i-- , 2017, y andetweeenn Pe CITY en ("City"), and OCELLO, LLC, a Mi esota Limited Liability Company aWW WO,COONSTRUCTIJIN(ja Minnesota corp q tion PF It (collectively Ocello, LLC and SW Wold Construction, Inc. referred to as "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for AummNRiDGE VILLAS (referred to in this Contract as the "Plat" and the "Development"), a replat of a portion of Autumn Ridge 3rd Addition. The development consists of approximately 22 acres (11 acres developed and 11 acres undeveloped) which will be rezoned to a Planned Unit Development District, and will accommodate 41 detached single family "townhouse" lots. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 193637vl 254 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 100 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development provided the development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2017-, adopted by the Monticello Council on September 11th, 2017, and subject to the conditions of Exhibit Z of the Staff Report dated September 11th, 2017. 9r RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not lia grade o erwise d b the earth, remove trees, construct sewer lines, water lines, streets, ies, public or private improveme or a buildings until all the following conditi have been satisfi . 1) this agreement has been 1 exec ted by both parties andffiled with the Cit Clerk, 2) the necess security has been received by City, 3) the plat has been submitted to the Wri County Recorder' rice, and 4) the Cit er that all conditions have been satisfied the Developer may I ceed. 4. PHASED DEVELOPMET. plat is a phase of a multi -phased prelimmary plat, and the City may refuse to approve final plats of subsequent phases if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until the City approves Development Contracts for such phases. 5. PRELIMINARY PLAT STATUS. If this Plat is a phase of a multi -phased preliminary plat, and 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 three (3) years after preliminary plat approval as specified by state law. 193637v1 255 2 6. CHANGES IN OFFICIAL CONTROLS. For five (5) 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 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. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the "T- r' I N", Traditional Neighborhood District, in effect at the f e final plat is approved. If there is a conflict among these regulati the c ict shall be resolved in the der listed ow with item number one being primary: (1) Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) T -N, Traditional Neighbor ood Zoning District Re lations TION lR SUBS U APPROVALS. NWo mal plat for chan r Id amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: 193637v1 256 3 Plan A - Preliminary Plat Plan B - Final Plat Plan C - Site Plan Plan D - Final Grading and Erosion Control Plan Plan E - Utility Plan Plan F - Landscape Plan Plan G - Phasing Plan Plan H — Building Elevations =w__ "-.% 10. IMPROVEMENTS. Thi e Developer shall install and pay for the following: k A. Storm Sewer System, Erosion and Grading for Infiltration Basii 4 10 B. Setting of Iron Monuments C. Surveying and Staking D. Pathwa"nternal annectipn to public pathways A. The Developer aviouslyMallgWrivate streets and concrete curb and improvements shall installe�n accordancewith the City subd) ion�dinance; Citi specifications for utilities construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the 4 193637v1 257 completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. B. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. C. The homeowner's association shall be responsible for abandoned water services and any damage and repair needed in the boulevard and street as a result of a leaking or damaged service. The City shall bear no responsibility foair of abandoned water services. him DESIGN STA ARDS. The applicable Planned Uni evelopment Zoning District Regulations are equal to those set forth in the PlannedrUnit Development District Zoning District and the requirefrits of the T -N, Traditional Neighborhood, Zoning District. PE 12. PERMITS. T evelopers alrtain or require its c ractors and subcontractors to obtain a nell cessary permits, me uding but not limited to: U N • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all 193637v1 258 5 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. 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 plat development. 15. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan and storm water pollution prevention plan (SWPPP), shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the 0 Mk =r excavation and backfilling operations shall restored as identified in theCKstruction Stormw General Permit/SWPPP, unlessthori ed and approved by the City Engineer, which approval shall e unreasonably withheld. E cep as otherwise provided in the erosion control plan, seed shall b n A accord e with the City's current seeding specification to provi a temporary ground cover apidly as possibl as shalWing maintained as necessary for s rete n. The parties rec ize that time is o t e essence in contro erosion. the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) days after receipt of such notice, then the City will take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City reasonably incurred for such work within thirty (30) days after receipt of the City's written request (which request shall include all supporting and related evidence necessary to substantiate the actual cost), the City may draw down the letter of credit to pay any reasonable and actual costs. No development, 193637v1 259 r street or utility construction will be allowed unless the Plat is in full compliance with the approved erosion control plan. 16. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "D". The plan shall conform to City of Monticello specifications. Grading of the storm water improvements shall be completed prior to issuance of building permits, with the exception of three (3) single family model home permit structures. The exception is contingent upon the submission and approval of complete as -built grading plan and development plans for the plat, and placement of lot corners for the AM- MMR4 permitted lots. Release of therbuilding permits is subject to the review and approval of the City Engineer GA A and Building Official. No certificate of occupancy for the permitted structures may occur until the P= i improvements are accepted by the City Engineer. City will withhold issue of the balance fof building permits until the approved kified grading 6nis on file with the 'ty and all erosion control measures are i place as determin d by the City Engine of as -b grading plans for all individual lots sh e required per Ci tandards and specs 1catlons. The Developer certifies th� sty that all lot with wilding footings place on fill have been monitored and constructed to meet or exceed applicable specifications. 17. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the 193637v1 260 7 Developer two days (48 hours) in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 18. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements, including the public trail of F— Boulevard and Edmonson Avenue, shall becom property without further notice or action, with exception of the priv treets and storm sewer withi e elopment CITY GINEERING MINIS TION AND NSTRUCTION OBSERVATION. ANThe loper hall pay a fee for the City's engineering a inistration as rel to the Storm Sewer Improvements, including grading and estoration. City en ering administrat will include monff f construction observation ated to Storm Sewer Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), or a minimum of $2,000, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the 193637v1 261 City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. B. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 20. CITY PLANNING, LEGAL AND ADMINISTRATION.1 The eveloper shall submit n escrow deposit for feesr ad1 to processing of theP and associated administrate Fees for this service shall be at sting I' rates per4e City's adopted fee schedule estimated to be two percent (2.0%),or $2,000 minimum, of the estimated construction cost ofPublic Improvements, assuming nonjonstruction and project scheduling. Developer will pr e a $2, 00 escrow, which is separate and in addition tofs other escrow n1tTs mor this Develop nt. This akouniTs subject to recafTcilia�n based on actuats at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. 9 193637v1 262 C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows t � amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Develo nt has been completed in accordance with this Agreement. If additional escrow amounts are require r such cost urred beyond escrow dep sit, the Developer hall be billed dire tly for such costs and there shall b issuance of o upancy permits until all such obligations have been lly paid. 21. CLAIMS. In the event the C' receives claims from labor, materialmen others that work required by this Contract has been perform he sums due them e not been paid, a e laborers, materialmen�rs are see payment from t e City, the De�loper ereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 22. STORM SEWER AREA CHARGE. The Development previously paid all applicable storm sewer area charges with Autumn Ridge 3rd Addition. 193637v1 263 10 23. SANITARY SEWER AREA CHARGE. The Development previously paid all applicable sanitary sewer area charges with Autumn Ridge 3rd Addition. 24. WATER MAIN AREA CHARGE. The Development previously paid all applicable water main area charges with Autumn Ridge 3rd Addition. 25. PARK DEDICATION AND TRAILS. This Development previously paid all applicable park dedication fees required for the development. The Developer is required to install the internal trail connection from the Development to Edmonson Avenue trail with this Development. Developer shall provide the required easements for pathway which lies outside of the right of way on School Boulevard and Ed e. 26. Lifolld. API .The Developer shall insure that the roveddscaping ns are PW M 4 implemented and The Developer shall furnish the City with Security for $10,600 t arantee the completion of Subjectoperty landscaping improvements in compliance with approved PI a1'1'. This amount s calculated based on the Developer's �stimate of Subject Prope landscaping pstallati costs. Landscaping surety will be held for two complete growingseseaso Pno�ssuance of a Building1pe a Builder sh!0provi e an escrow of twsand dollars ($2,000.00) per lot to the City to be held in escrow to guarantee compliance with the individual lot landscaping requirements for turf establishment. If the final landscaping is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the Monticello Resolution PC - 2017 -019 and PC -2017-020, dated August 1St„ 2017. 193637v1 264 B. Implementation of the recommendations listed in the City Engineer's Report dated July 26, 2017, and September 0", 2017 and executed by Shibani Bisson of WSB & Associates. C. Developer shall install/construct a trail connection from the internal system of the development to the pathway on Edmonson Avenue NE. Said trail connection is subject to review and approval by the City. D. Developer will verify that all driveways shall be at least 25 feet in depth from the face of the garage to street curb. E. Developer will verify that side building separations will be no less than 10 feet. Developer shall revise/update the Landscaping Plan, to be approved by the City, to add typ shrub and ornamental plantings for each unit, as well as ad ' ' nal conifer tree plantings in the I rear yar areas where building are se ed by less than eet, an include front fou ion plantin G. Developer shall establish a new homeowners' association for the det d units in the dev H. Developer shall provide � verification of amutual• ss -access agreement between the homeowners' association for the original Autumn Ridge project and this new replat development. Said cross -access agreement will include maintenance, repairs, replacement, covenants and improvements of private streets to ensure continued accessibility and operation. Said agreement is subject to review and approval by the City. I. Developer will implement all recommendations provided by the City Engineer and the Water & Sewer Superintendent regarding the removal of unused service connections for the proposed development, as outlined in the City Engineer's comment letter dated July 26th, 2017. 193637v1 265 12 Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $12,300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 41 units at $300.00 per unit. 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 Pr- buildin permit for that lot. K. The Developer is required to submit the final pla electronic format. e electronic format 1 be either oCAD.DWG file or a .DXF e. All construction record drawings , grading, 1 � utilitiesid streets) s be in electronic format in a ordance with standard City specificati . The Develo shall also t one complete set of reproducible construction plans on Mylar. ARY OF SECU Y UIREMENTS. To' arantee complia ith the if r terms of t is agreement, payment of real estate taxes including interest an penalties, 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 ("security") for $10,600.00, plus a cash fee of $8,000.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Storm Sewer/Draintile/Infiltration Basin $10,600.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) OTHER COSTS: Lot Corners/Iron Monuments 193637v1 $14,400.00 Landscaping $25,000.00 $0 $12,300.00 13 266 TOTAL COSTS $37,300.00 TOTAL SECURITIES: Total Costs X 125% $46,625.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending upon submission and approval of as -built grading plan for stormwater infiltration system and submission of warranty bond.. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to AMW_ 9k Developer, for any violation otthe terms of this Contract or if the security t end of thelequired term. If the required public improvements are not completed at least th' 0) days prior to the renewal of the security, the City may also draw it down. If thAecurity is drawn down, the r W proceeds shall be use ure the default. Upon receipt of proof satisfactory to the City that has been completed and financial obligations to t ity have been satisfi , with City approval the se ty may be reduceArom time time by ninety percen (90%) of the financial obli ns that have been isfied. Ten percent (10%) of the amounts lified by the Developer's enginAhal retained as secur ntil all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, and the public improvements are accepted by the City Council. The City standard specifications for utilities construction outline procedures for security reductions. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal (2% or $2,000 minimum) $ 2,000.00 Planning (2% or $2,000 minimum) $ 2,000.00 Engineering and Inspection (3% or $2,000 minimum) $ 2,000.00 Administrative Escrow for City Overhead (2% of $2,000 min) $ 2,000.00 193637v1 267 14 Total Cash Requirements $ 8,000.00 * Fees reconciled to actual expenses at close of project. 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for the stormwater infiltration pond one year and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor maybe accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until ance bonds ar ished the City or until the warranty period JqFlh�i expires lchever first occurre rIFOOSTS. may be used to pay for warranty work. 31. RESPONSIBILITY A. Except as othe�l by it or City in conjunctioth the c i Conse on District charges, al, plar. with approval and acceptance e plat, specified herein, the Developer sh'ff?M all he plat, l cludifg but not limited to ig and inspection expenses incurred of this Stracl9view of construe incurred and Water plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it 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 193637v1 268 15 for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. 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. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, p s interest 2% per annum on the remaining principal balance each year. WNA Interest will begin tjCact e on the princi balance commencing on th to of final plat approval by the EM i City of nticello ate of this contract, whichever is later. E. Developer shall pay in all bills submitted to it by the City for gations incurred under this within thirty (30) days after receipt. If the b are not paid on ti the City may halt plat development an nstruction until the bills are paid in full ul ills not paid with i irty (30) days shall accrue at the rate of eighteen percent (18%) peyear. 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. G. Developer shall provide required Trail Easements as necessary to support the existing pathways on School Boulevard and Edmonson Avenue. Separate legal descriptions shall be developed for these properties and easements shall be executed for each of the transactions. 32. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall 193637v1 269 1< 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 forty-eight (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. 33. MISCELLANEOUS. A. 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, I �. zoningrdinances, and environmental re ations. If the plat ceases to comply with county, metropolitan, state and federal law and regulations, th ty may, at its opt n, refuse allow construction or development work in the plat until the Developer does comply. Upon th ity's demand, the %Weloper shall cease work until there is compliance. B. Third parties shall have no recourse against the CE under this Breach of the terms of this Contract by vet shall be ground jr denial of building permits, including lot• ld to thir parti D. 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. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until 193637v1 270 17 the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized it fee title of the property being final platted anAs obtained consents to this Contract, in the form attached hereto, all p mies who have an interest in the property; that there are no unrecorded 1 Ad J interests in the prope ing al platted; and that the Developer will in mnify and hold t City harmless for any brea of the foregoing covenants. In the event this contract is filed of reco ,upon compli of all to erein b Developer, the City shall file a terminati n of record. Developer or its prime co ctor shall take out a aintain or cause e taken out and maintained until one (1) month after the ity as accepted th- blic improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The 193637v1 271 IV certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. .e Developer may not assign this Contract without the written permission of the City C il, unless'such assignment is t at rincipal of Developer or aper entity in which the Developer is a p al. The Developer's obligation hereunder s11 coptinue in full f roe and effect eve the Developer sells part or parts of the platted land, until a 1 conditions of as6nment are met. K. Retaininalls that require a building permit sh e constructed in a rdance with plans and specifications prepared by a struc ralgeotechnical ine censed by the Stat Minnesota. Following g construction, a certi ication signed by the esign engineer shall be filec with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Ocello, LLC, 4065 Chelsea Road West, Monticello, Minnesota 55362; SW Wold, 9457 West Highway #10, Anoka, MN 55303. Notices to the City shall be in writing and shall be either hand 193637v1 272 19 delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. 193637vl Remainder of page intentionally left blank. Signatures on the following pages. 273 20 CITY OF MONTICELLO WE (SEAL) o Brian Stumpf, Mayor Jeff O'Neill, City Administrator STATE OF MINNESOTA ) - .M& (ss. COUNTY OF WRIGHT ) khe foregoing instrument was acknowledged before me this rday o 2017, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Admi of Monticello, a Minnesota municipal corporation, on behalf of the corporation and authority granted by its City Council. 1 Notary Public 193637v1 qty 274 21 DEVELOPER: OCELLO,LLC M. STATE OF MINNESOTA ) ( ss. Its: Chief Manager was acknowledged before me this the Chief Manager of 193637v1 LLC, a Minnesota 275 17, 22 DEVELOPER: SW WOLD Its: Chief Manager STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) i The foregoing instrument was acknowledged before me this _ by the Chief Manager of SW WOLD liability company, on its behal . N ji � 1 N DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ LI day of 17, ited 23 193637v1 276 EXHIBIT "A" Lots 1, 2, 3, 4, 5 and 6, Block 3, Lots 1, 2, 3, 4, 5 and 6, Block 4, Lots 1, 2, 3, 4 and 5, Block 5, Lots 1, 2, 3, 4, 5 and 6, Block 6, Lots 1, 2, 3 and 4, Block 7, Lots 1, 2, 3, 4, 5 and 6, Block 8, Lots 1, 2, 3, 4, 5 and 6, Block 9, Lots 1, 2, 3, 4, 5 and 6, Block 10, Lots 1, 2, 3 and 4, Block 11, Lots 1, 2, 3 and 4, Block 12, Lots 1, 2, 3, 4, 5, 6 and 7, Block 13, Lots 1, 2, 3 and 4, Block 14, jW Lots 1, 2, 3 and 4, Block 15, Lots 1, 2, 3 and 4, Block 16, Lots 1, 2 and 3, Block 17, Lots 1, 2, 3 and 4, Block 18, and Outlot all in Agumn Ridge 3rd Addition, Wright County, Minnesota. C 193637v1 277 24 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ . available to you by your draft drawn on sight on the undersigned bank. The draft must: Bear the clause, "Drawn under Letter of Credit dated , of (Name Bank __40 b) Be signed e Mayjr City Administrator o the C of Monticello. c) Be presented for paym at (Address of B , on or before 4:00 p.m. on Novem 0, 2007. 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 (which shall be November 30 of each year), the Bank delivers written notice to the Monticello 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, po tage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date ad -e as followsi Monticello, City Administrator, Monticello City Hall, 505 Walnut StreetFMonticello, MN 55362, and ctually received by the City Administrator at least thirty (30) days prior to the rengYal date. L � Id j W 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 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. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm 193637v1 Its 278 25 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello ITeI Wo 19 WORKERS' COMPENSATION: Policy No. Effective Date: Insurance Company: COVERAGE - Workers' Compensation, Statuto GENERAL LIABILITY: Policy No. Effecti . I Insurance Company: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence Combination Single Limit Policy COVERAGE PROVIDED: O Occurrence Expirati r 7i= ry. Expiration Date: $1,000,000 for each occurrence $1,000,000 or more Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 26 193637v1 279 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting Damage Due to Collapse Damage Due to Underground Facilities YES Broad Form Property Damage AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto I LIMIT [Minimum] Bodily Injury: $500,000 each Property Damage: $500,000 each c Combined Single Limit Policy: YES YES YES Expiration Date: i =a occurrence ri $1,000,000 each occurrence m�7 MA ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On BY: Authorized Insurance Representative 27 193637v1 280 'OT co'. �'RI R 5 04Fti Monticello Monthly Report 2017 Incident Start Date/Time Initial Call 911 Hang-up Total: 39 08/01/1712:34 Case Number How Reported 911 Hang-up 08/02/17 13:47 911 911 Hang-up 08/02/17 14:45 911 911 Hang-up 08/02/17 19:41 911 911 Hang-up 08/03/17 14:23 911 911 Hang-up 08/04/17 07:23 911 911 Hang-up 08/04/17 12:07 911 911 Hang-up 08/04/17 13:13 911 911 Hang-up 08/04/17 13:22 911 911 Hang-up 08/04/17 15:47 911 911 Hang-up 08/04/17 16:52 911 911 Hang-up 08/04/17 21:46 911 911 Hang-up 08/06/17 13:01 911 911 Hang-up 08/09/17 13:54 911 911 Hang-up 08/10/17 07:41 911 911 Hang-up 08/10/17 14:47 911 911 Hang-up 08/10/17 15:44 911 911 Hang-up 08/11/17 23:33 911 911 Hang-up 08/12/17 09:18 911 911 Hang-up 08/13/17 21:56 911 911 Hang-up 08/14/17 10:02 911 Hang-up 08/14/17 20:26 911 Hang-up 08/15/17 00:40 911 Hang-up 08/15/17 20:51 911 Hang-up 08/16/17 10:55 911 Hang-up 08/16/17 20:08 911 Hang-up 08/18/17 08:10 911 Hang-up 08/18/17 14:36 911 Hang-up 08/19/17 15:43 911 Hang-up 08/20/17 14:14 911 Hang-up 08/20/17 18:20 911 Hang-up 08/21/1718:29 911 Hang-up 08/22/17 20:37 911 Hang-up 08/23/17 11:38 911 Hang-up 08/23/17 17:05 911 Hang-up 08/24/17 13:02 911 Hang-up 08/27/17 20:25 911 Hang-up 08/29/17 14:52 911 Hang-up 08/30/17 12:44 911 Hang-up Wright County Sheriff's Office Sheriff Joe Hagerty 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NAIrS Printed on I Sentember 1, 201 CFS # Final Incident Case Number How Reported 2017056854 911 2017057148 911 2017057160 911 2017057240 911 2017057413 911 2017057585 911 2017057657 911 2017057669 911 2017057671 911 2017057717 911 2017057740 911 2017057822 911 2017058250 911 2017059026 911 2017059165 911 2017059263 911 2017059281 911 2017059696 911 2017059773 911 2017060160 911 2017060237 911 2017060402 911 2017060455 911 2017060699 911 2017060800 911 2017060921 911 2017061245 911 Hang-up WCSOP17024979 911 2017061320 911 2017061603 911 2017061837 911 2017061882 911 2017062131 911 2017062442 911 2017062617 911 2017062691 911 2017062936 911 2017063785 911 2017064223 911 2017064450 911 ZU=RCHER Page 1 of 25 Incident Start Date/Time Initial Call CFS # Final Incident 911 Hang-up; Medical - Unknown Total: 1 08/12/17 20:50 911 Hang-up; Medical - 2017059904 911 Hang-up; Suspicious - Person - Vehicle Total: 1 08/22/1715:48 911 Hang-up; 2017062369 Trespass 911 Open Line Total: 38 Case Number How Reported 911 WCSOP17025473 911 08/01/17 11:56 911 Open Line 2017056847 911 08/01/17 18:28 911 Open Line 2017056944 911 08/03/17 10:29 911 Open Line 2017057360 911 08/03/17 17:32 911 Open Line 2017057468 911 08/05/17 01:45 911 Open Line 2017057886 911 08/05/17 12:34 911 Open Line 2017057974 911 08/06/17 11:23 911 Open Line 2017058224 911 08/06/17 12:43 911 Open Line 2017058247 911 08/09/17 20:31 911 Open Line 2017059098 911 08/10/17 07:40 911 Open Line 2017059164 911 08/11/17 21:48 911 Open Line 2017059668 911 08/12/17 09:55 911 Open Line 2017059784 911 08/14/17 20:50 911 Open Line 2017060406 911 08/14/17 21:51 911 Open Line 2017060424 911 08/15/17 08:57 911 Open Line 2017060511 911 08/15/17 12:10 911 Open Line 2017060562 911 08/19/17 16:12 911 Open Line 2017061612 911 08/19/17 16:13 911 Open Line 2017061613 911 08/19/17 21:37 911 Open Line 2017061701 911 08/21/17 16:08 911 Open Line 2017062107 911 08/21/17 22:12 911 Open Line 2017062185 911 08/22/17 09:39 911 Open Line 2017062279 911 08/22/17 20:42 911 Open Line 2017062444 911 08/23/17 13:01 911 Open Line 2017062632 911 08/23/17 14:22 911 Open Line 2017062652 911 08/24/17 16:49 911 Open Line 2017063009 911 08/24/17 17:41 911 Open Line 2017063018 911 08/24/17 18:47 911 Open Line 2017063040 911 08/24/17 23:26 911 Open Line 2017063122 911 08/25/17 14:01 911 Open Line 2017063253 911 08/25/17 21:42 911 Open Line 2017063378 911 08/26/17 17:13 911 Open Line 2017063518 911 08/26/17 19:38 911 Open Line 2017063560 911 08/28/17 17:35 911 Open Line 2017063990 911 08/29/17 15:41 911 Open Line 2017064237 911 08/30/17 10:15 911 Open Line 2017064417 911 08/30/17 20:48 911 Open Line 2017064578 911 08/31/17 17:31 911 Open Line 2017064780 911 911 Open Line; Assault Total: 1 ZU=RCHER Page 2 of 25 Incident Start Date/Time Initial Call CFS # Final Incident 08/29/17 16:21 911 Open Line; Assault 2017064250 Domestic Disturbance 911 Open Line; Domestic Disturbance Total: 1 08/15/17 17:06 911 Open Line; 2017060638 Domestic Disturbance 911 Open Line; MVA - No Injuries Total: 1 08/21/17 12:25 911 Open Line; MVA- 2017062060 Abandoned Vehicle Total: 2 08/11/17 11:56 Abandoned Vehicle 08/25/17 14:50 Abandoned Vehicle Abuse Total: 2 08/18/17 21:45 Abuse 08/20/1717:25 Abuse Agency Assist Total: 18 08/01/17 21:58 Agency Assist 08/02/17 04:58 Agency Assist 08/03/17 23:45 Agency Assist 08/07/17 12:59 Agency Assist 08/11/17 12:12 Agency Assist 08/12/17 03:07 Agency Assist 08/13/17 00:35 Agency Assist 08/14/17 12:28 Agency Assist 08/17/17 09:52 Agency Assist 08/17/17 23:51 Agency Assist 08/18/17 12:04 Agency Assist 08/18/17 15:52 Agency Assist 08/23/17 10:10 Agency Assist 08/23/17 11:56 Agency Assist 08/27/17 00:44 Agency Assist 08/27/17 07:11 Agency Assist 08/31/17 02:21 Agency Assist 08/31/17 16:52 Agency Assist Alarm Total: 2 08/07/17 01:05 Alarm 08/29/1714:10 Alarm Animal Total: 14 08/01/17 07:30 Animal 08/01/1713:15 Animal 08/01/1717:54 Animal 08/01/17 23:07 Animal 08/06/1715:19 Animal 08/07/1715:36 Animal 08/10/1716:43 Animal 08/14/17 21:13 Animal 2017059520 Abandoned Vehicle 2017063256 Abandoned Vehicle 2017061428 Abuse 2017061872 Abuse 2017057006 2017057054 2017057539 2017058501 2017059522 2017059728 2017059956 2017060267 2017061018 2017061194 2017061293 2017061343 2017062588 2017062621 2017063638 2017063675 2017064635 2017064768 Agency Assist Agency Assist Agency Assist Agency Assist Agency Assist Agency Assist Agency Assist Agency Assist Agency Assist Warrant - Arrest Agency Assist Agency Assist Theft - From Vehicle Agency Assist Warrant - Arrest Agency Assist Agency Assist 2017058404 Alarm 2017064211 Alarm 2017056780 2017056864 2017056933 2017057015 2017058287 2017058532 2017059304 2017060415 Case Number How Reported WCSOP17026239 911 WCSOP17024716 911 Ir1i11111 WCSOP17024237 Phone WCSOP17025820 Phone WCSOP17025066 911 WCSOP17025259 Phone Phone WCSOP17023175 Phone WCSOP17023391 Phone WCSOP17023799 Phone WCSOCID17024239 Phone WCSOP17024321 Phone WCSOP17024415 Phone WCSOP17024554 Phone WCSOP17024878 Phone WCSOP17024956 Phone WCSOP17025002 Phone WCSOP17025027 Phone WCSOP17025558 Phone WCSOP17025569 Phone WCSOP17025971 Phone WCSOP17025988 Other WCSOP17026381 Phone WCSOP17026442 Phone WCSOP17023752 Phone WCSOP17026222 911 Animal WCSOP17023059 Phone Animal WCSOP17023083 911 Animal WCSOP17023117 Phone Animal WCSOP17023157 Phone Animal WCSOP17023696 Phone Animal WCSOP17023818 911 Phone Animal WCSOP17024621 Phone ZUERCHER Page 3 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/20/1714:32 Animal 2017061840 Animal WCSOP17025241 Phone 08/20/1718:41 Animal 2017061884 Phone 08/23/17 22:56 Animal 2017062809 Phone 08/26/1712:07 Animal 2017063460 Animal WCSOP17025894 911 08/29/1719:02 Animal 2017064290 Phone 08/30/17 23:34 Animal 2017064610 Phone Animal - Barking Dog Total: 5 08/01/17 20:53 Animal - Barking Dog 2017056988 Animal - Barking Dog WCSOP17023142 Phone 08/04/17 19:46 Animal - Barking Dog 2017057782 Animal - Barking Dog WCSOP17023488 Phone 08/04/17 20:24 Animal - Barking Dog 2017057795 Animal - Barking Dog WCSOP17023495 Phone 08/21/17 08:50 Animal - Barking Dog 2017062004 Animal - Barking Dog WCSOP17025311 Phone 08/25/17 13:39 Animal - Barking Dog 2017063246 Animal - Barking Dog WCSOP17025814 Phone Animal - Bites - Attacks Total: 2 2017058570 Check Welfare WCSOP17023834 Phone 08/23/17 18:22 Animal - Bites - Attacks 2017062721 Animal - Bites - Attacks WCSOP17025622 Phone 08/29/17 13:21 Animal - Bites - Attacks 2017064198 Animal - Bites - Attacks WCSOP17026219 Phone Assault Total: 1 Phone 08/09/17 11:49 Check Welfare 2017058994 08/17/17 21:32 Assault 2017061174 Assault WCSOP17024948 911 Burglary Total: 1 Check Welfare WCSOP17024246 Phone 08/12/17 15:20 08/06/17 20:32 Burglary 2017058362 Burglary WCSOP17023733 Phone Check Welfare Total: 23 08/01/17 21:54 Check Welfare 2017057003 Check Welfare WCSOP17023151 Phone 08/03/17 15:21 Check Welfare 2017057426 Check Welfare WCSOP17023340 Phone 08/05/17 09:56 Check Welfare 2017057935 Check Welfare WCSOP17023560 911 08/06/17 17:27 Check Welfare 2017058316 Check Welfare WCSOP17023709 Phone 08/07/17 17:52 Check Welfare 2017058570 Check Welfare WCSOP17023834 Phone 08/08/17 09:36 Check Welfare 2017058711 Check Welfare WCSOP17023898 Phone 08/08/17 17:03 Check Welfare 2017058829 Check Welfare WCSOP17023955 Phone 08/09/17 11:49 Check Welfare 2017058994 Check Welfare WCSOP17024018 Phone 08/11/17 13:41 Check Welfare 2017059534 Check Welfare WCSOP17024246 Phone 08/12/17 15:20 Check Welfare 2017059832 Check Welfare WCSOP17024363 911 08/13/17 09:36 Check Welfare 2017060027 Check Welfare WCSOP17024440 Phone 08/15/17 10:46 Check Welfare 2017060533 Check Welfare WCSOP17024666 Phone 08/15/17 20:16 Check Welfare 2017060691 Check Welfare WCSOP17024740 Phone 08/15/17 23:29 Check Welfare 2017060724 Suspicious - Circumstances WCSOP17024753 911 08/18/17 00:11 Check Welfare 2017061201 Check Welfare WCSOP17024959 911 08/18/17 19:32 Check Welfare 2017061398 Check Welfare WCSOP17025056 Phone 08/23/17 08:09 Check Welfare 2017062550 Check Welfare WCSOP17025543 Phone 08/25/17 15:51 Check Welfare 2017063274 Check Welfare WCSOP17025832 911 08/25/17 23:38 Check Welfare 2017063396 Check Welfare WCSOP17025869 Phone 08/26/17 19:50 Check Welfare 2017063563 Check Welfare WCSOP17025946 Phone 08/29/17 20:58 Check Welfare 2017064304 Check Welfare WCSOP17026257 Phone 08/30/17 11:34 Check Welfare 2017064430 Check Welfare WCSOP17026298 Phone 08/31/17 12:30 Check Welfare 2017064708 Check Welfare WCSOP17026407 Phone ZUERCHER Page 4 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Citizen Aid Total: 11 08/03/17 03:59 Citizen Aid 2017057318 Citizen Aid WCSOP17023284 911 08/05/17 10:00 Citizen Aid 2017057936 Citizen Aid WCSOP17023562 Phone 08/08/17 01:06 Citizen Aid 2017058666 Citizen Aid WCSOP17023879 Phone 08/12/17 00:02 Citizen Aid 2017059703 Citizen Aid WCSOP17024313 911 08/12/17 14:28 Citizen Aid 2017059820 Citizen Aid WCSOP17024361 Phone 08/13/17 18:36 Citizen Aid 2017060126 Medical - Unknown WCSOP17024484 Phone 08/17/17 09:52 Citizen Aid 2017061019 Citizen Aid WCSOP17024879 Phone 08/19/17 05:39 Citizen Aid 2017061511 Citizen Aid WCSOP17025104 911 08/26/17 12:45 Citizen Aid 2017063466 Citizen Aid WCSOP17025897 Phone 08/28/17 22:52 Citizen Aid 2017064070 Citizen Aid WCSOP17026163 Phone 08/31/17 06:57 Citizen Aid 2017064642 Citizen Aid WCSOP17026384 Phone Civil Complaint Total: 22 08/02/17 11:18 Civil Complaint 2017057116 Civil Complaint WCSOP17023198 Phone 08/02/17 16:01 Civil Complaint 2017057178 Civil Complaint WCSOP17023224 Phone 08/04/17 21:33 Civil Complaint 2017057818 Civil Complaint WCSOP17023506 911 08/05/17 00:10 Civil Complaint 2017057864 Civil Complaint WCSOP17023529 Phone 08/05/17 19:03 Civil Complaint 2017058045 Civil Complaint WCSOP17023609 911 08/09/17 08:17 Civil Complaint 2017058956 Civil Complaint WCSOP17024006 Phone 08/11/17 14:17 Civil Complaint 2017059539 Civil Complaint WCSOP17024247 Phone 08/11/17 18:17 Civil Complaint 2017059609 Civil Complaint WCSOP17024280 Phone 08/18/17 17:52 Civil Complaint 2017061374 Parking WCSOP17025044 Phone 08/19/17 08:24 Civil Complaint 2017061527 Civil Complaint WCSOP17025110 911 08/20/17 15:42 Civil Complaint 2017061855 Civil Complaint WCSOP17025249 Phone 08/20/17 23:13 Civil Complaint 2017061948 Civil Complaint WCSOP17025295 Phone 08/23/17 19:57 Civil Complaint 2017062759 Civil Complaint WCSOP17025637 Phone 08/25/17 13:19 Civil Complaint 2017063240 Civil Complaint WCSOP17025810 Phone 08/26/17 17:40 Civil Complaint 2017063527 Civil Complaint WCSOP17025931 Phone 08/28/17 13:31 Civil Complaint 2017063933 Civil Complaint WCSOP17026107 Phone 08/29/17 06:28 Civil Complaint 2017064116 Civil Complaint WCSOP17026184 Phone 08/29/17 10:04 Civil Complaint 2017064153 Check Welfare WCSOP17026201 911 08/29/17 17:09 Civil Complaint 2017064271 Civil Complaint WCSOP17026241 Phone 08/30/17 10:02 Civil Complaint 2017064415 Civil Child Custody WCSOP17026289 Phone 08/31/17 12:42 Civil Complaint 2017064711 Civil Child Custody WCSOP17026408 Phone 08/31/17 19:56 Civil Complaint 2017064819 Civil Complaint WCSOP17026465 Phone Civil Complaint; Unwanted Person Total: 1 08/13/17 11:10 Civil Complaint; 2017060039 Civil Complaint WCSOP17024444 Phone Civil Process Total: 62 08/01/17 08:59 Civil Process 2017056800 Officer 08/01/17 09:23 Civil Process 2017056803 Officer 08/01/17 11:13 Civil Process 2017056833 Officer 08/02/17 10:09 Civil Process 2017057102 Officer 08/02/17 13:19 Civil Process 2017057138 Officer 08/03/17 10:30 Civil Process 2017057361 Officer 08/03/17 16:16 Civil Process 2017057441 Officer ZUERCHER Page 5 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/03/17 17:03 Civil Process 2017057458 Officer 08/04/17 10:52 Civil Process 2017057633 Officer 08/04/17 10:53 Civil Process 2017057634 Officer 08/04/17 11:05 Civil Process 2017057639 Officer 08/04/17 15:57 Civil Process 2017057718 Officer 08/05/17 16:15 Civil Process 2017058011 Officer 08/07/17 10:54 Civil Process 2017058470 Officer 08/08/17 11:16 Civil Process 2017058737 Officer 08/08/17 11:17 Civil Process 2017058738 Officer 08/08/17 11:28 Civil Process 2017058742 Officer 08/09/17 10:47 Civil Process 2017058981 Officer 08/09/17 15:21 Civil Process 2017059042 Officer 08/09/17 17:15 Civil Process 2017059061 Officer 08/10/17 09:59 Civil Process 2017059192 Officer 08/10/17 21:03 Civil Process 2017059370 Officer 08/11/17 10:19 Civil Process 2017059497 Officer 08/11/17 10:36 Civil Process 2017059503 Officer 08/11/17 14:28 Civil Process 2017059542 Officer 08/14/17 13:29 Civil Process 2017060287 Officer 08/14/17 13:43 Civil Process 2017060292 Officer 08/14/17 13:55 Civil Process 2017060296 Officer 08/15/17 10:28 Civil Process 2017060528 Officer 08/16/17 09:13 Civil Process 2017060782 Officer 08/17/17 12:51 Civil Process 2017061052 Officer 08/17/17 12:52 Civil Process 2017061053 Officer 08/17/17 13:01 Civil Process 2017061054 Officer 08/17/17 15:12 Civil Process 2017061081 Officer 08/18/17 09:16 Civil Process 2017061261 Officer 08/18/17 09:41 Civil Process 2017061270 Officer 08/18/17 09:55 Civil Process 2017061273 Officer 08/18/17 17:35 Civil Process 2017061368 Officer 08/19/17 21:05 Civil Process 2017061690 08/21/17 10:31 Civil Process 2017062028 Officer 08/22/17 10:53 Civil Process 2017062296 Officer 08/22/17 12:21 Civil Process 2017062317 Officer 08/22/17 12:32 Civil Process 2017062319 Officer 08/22/17 12:46 Civil Process 2017062324 Officer 08/22/17 13:43 Civil Process 2017062341 Officer 08/23/17 09:58 Civil Process 2017062582 Officer 08/23/17 10:11 Civil Process 2017062589 Officer 08/28/17 09:02 Civil Process 2017063883 08/28/17 09:10 Civil Process 2017063884 Officer 08/28/17 11:19 Civil Process 2017063910 Officer 08/28/17 11:31 Civil Process 2017063912 Officer 08/28/17 16:03 Civil Process 2017063966 Officer 08/28/17 16:40 Civil Process 2017063975 Officer 08/28/17 16:48 Civil Process 2017063977 Officer ZUERCHER Page 6 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/28/17 16:59 Civil Process 2017063982 2017057323 Officer 08/29/17 08:29 Civil Process 2017064129 Commercial General Officer 08/29/17 08:54 Civil Process 2017064137 08/05/17 13:47 Officer 08/30/17 15:50 Civil Process 2017064498 Phone Officer 08/30/17 16:07 Civil Process 2017064503 WCSOP17023728 Officer 08/31/17 09:54 Civil Process 2017064665 Commercial General Alarm Officer 08/31/17 10:24 Civil Process 2017064672 2017059487 Officer 08/31/17 10:39 Civil Process 2017064681 Commercial General Officer Commercial Fire Alarm Total: 3 WCSOP17024271 Phone 08/11/17 18:34 08/02/17 20:14 Commercial Fire Alarm 2017057248 Commercial Medical Alarm WCSOP17023254 911 08/19/17 02:00 Commercial Fire Alarm 2017061493 Commercial Fire Alarm WCSOP17025095 Phone 08/28/17 10:08 Commercial Fire Alarm 2017063898 Commercial Fire Alarm WCSOSR017026089 Phone Commercial General Alarm Total: 24 08/01/17 20:20 Commercial General 2017056981 Commercial General Alarm WCSOP17023138 Phone 08/03/17 05:41 Commercial General 2017057323 Commercial General Alarm WCSOP17023288 Phone 08/03/17 07:13 Commercial General 2017057331 Commercial General Alarm WCSOP17023291 Phone 08/05/17 13:47 Commercial General 2017057983 Commercial General Alarm WCSOP17023582 Phone 08/06/17 19:49 Commercial General 2017058354 Commercial General Alarm WCSOP17023728 Phone 08/08/17 19:42 Commercial General 2017058861 Commercial General Alarm WCSOP17023965 Phone 08/11/17 09:31 Commercial General 2017059487 Commercial General Alarm WCSOP17024226 Phone 08/11/17 17:18 Commercial General 2017059589 Commercial General Alarm WCSOP17024271 Phone 08/11/17 18:34 Commercial General 2017059613 Commercial General Alarm WCSOP17024282 Phone 08/12/17 16:45 Commercial General 2017059852 Commercial General Alarm WCSOP17024372 Phone 08/13/17 17:17 Commercial General 2017060108 Commercial General Alarm WCSOP17024476 Phone 08/16/17 03:36 Commercial General 2017060750 Commercial General Alarm WCSOP17024764 Phone 08/18/17 06:45 Commercial General 2017061237 Commercial General Alarm WCSOP17024976 Phone 08/18/17 23:19 Commercial General 2017061457 Commercial General Alarm WCSOP17025074 Phone 08/19/17 02:04 Commercial General 2017061496 Commercial General Alarm WCSOP17025096 Phone 08/19/17 04:20 Commercial General 2017061504 Commercial General Alarm WCSOP17025101 Phone 08/19/17 05:05 Commercial General 2017061509 Commercial General Alarm WCSOP17025103 Phone 08/21/17 13:24 Commercial General 2017062070 Commercial General Alarm WCSOP17025340 Phone 08/23/17 02:39 Commercial General 2017062507 Commercial General Alarm WCSOP17025527 Phone 08/23/17 03:35 Commercial General 2017062509 Commercial General Alarm WCSOP17025528 Phone 08/25/17 08:46 Commercial General 2017063187 Commercial General Alarm WCSOP17025787 Phone 08/28/17 06:43 Commercial General 2017063858 Commercial General Alarm WCSOP17026072 Phone 08/28/17 23:19 Commercial General 2017064075 Commercial General Alarm WCSOP17026165 Phone 08/31/17 21:20 Commercial General 2017064848 Commercial General Alarm WCSOP17026476 Phone Court Order Violation Total: 3 08/10/17 07:49 Court Order Violation 2017059166 Court Order Violation WCSOP17024104 Phone 08/17/17 18:26 Court Order Violation 2017061128 Court Order Violation WCSOP17024924 Phone 08/27/17 15:01 Court Order Violation 2017063733 Civil Child Custody WCSOP17026020 Phone Criminal Damage to Property Total: 9 08/02/17 17:08 Criminal Damage to 2017057193 Criminal Damage to Property WCSOP17023229 911 08/03/17 12:00 Criminal Damage to 2017057386 Criminal Damage to Property WCSOP17023318 Phone ZUERCHER Page 7 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/06/17 01:54 Criminal Damage to 2017058151 Criminal Damage to Property WCSOP17023653 Phone 08/11/17 06:46 Criminal Damage to 2017059457 Criminal Damage to Property WCSOP17024212 Phone 08/14/17 21:21 Criminal Damage to 2017060416 Criminal Damage to Property WCSOP17024622 Phone 08/17/17 18:32 Criminal Damage to 2017061132 Criminal Damage to Property WCSOP17024925 Phone 08/18/17 09:07 Criminal Damage to 2017061259 Criminal Damage to Property WCSOP17024984 911 08/21/17 21:01 Criminal Damage to 2017062165 Criminal Damage to Property WCSOP17025387 Phone 08/24/17 13:18 Criminal Damage to 2017062940 Criminal Damage to Property WCSOP17025704 Phone Disabled Vehicle Total: 5 08/04/17 16:35 Disabled Vehicle 2017057727 Disabled Vehicle WCSOP17023463 Phone 08/11/17 18:02 Disabled Vehicle 2017059605 Phone 08/22/17 12:20 Disabled Vehicle 2017062316 Disabled Vehicle WCSOP17025447 Phone 08/24/17 04:32 Disabled Vehicle 2017062839 Disabled Vehicle WCSOP17025661 Phone 08/24/17 11:00 Disabled Vehicle 2017062901 Disabled Vehicle WCSOP17025686 Phone Disorderly Total: 12 08/04/17 20:58 Disorderly 2017057802 Unwanted Person WCSOP17023498 Phone 08/07/17 23:16 Disorderly 2017058650 Domestic Disturbance WCSOP17023875 911 08/08/1715:34 Disorderly 2017058809 Disorderly WCSOP17023944 Phone 08/10/17 22:25 Disorderly 2017059394 Disorderly WCSOP17024187 Phone 08/13/1715:04 Disorderly 2017060086 Disorderly WCSOP17024463 Phone 08/14/17 17:15 Disorderly 2017060346 Medical - Psychiatric - WCSOP17024591 Phone 08/15/1714:01 Disorderly 2017060596 Disorderly WCSOP17024691 Phone 08/17/1715:23 Disorderly 2017061083 Disorderly WCSOCVL17024907 Officer 08/18/1719:05 Disorderly 2017061389 Disorderly WCSOP17025052 911 08/22/17 23:20 Disorderly 2017062480 Medical - Psychiatric - WCSOP17025519 911 08/24/17 20:51 Disorderly 2017063075 Disorderly WCSOP17025757 911 08/30/1719:37 Disorderly 2017064557 Disorderly WCSOP17026356 Phone Domestic Disturbance Total: 23 08/01/17 01:21 Domestic Disturbance 2017056753 Domestic Disturbance WCSOP17023043 Phone 08/03/17 23:46 Domestic Disturbance 2017057540 Domestic Disturbance WCSOP17023392 Phone 08/05/17 23:43 Domestic Disturbance 2017058134 Domestic Disturbance WCSOP17023645 Phone 08/07/17 13:41 Domestic Disturbance 2017058510 Domestic Disturbance WCSOP17023805 Phone 08/07/17 20:26 Domestic Disturbance 2017058616 Domestic Disturbance WCSOP17023855 911 08/08/17 00:52 Domestic Disturbance 2017058662 Domestic Disturbance WCSOP17023878 Phone 08/08/17 20:44 Domestic Disturbance 2017058876 Domestic Disturbance WCSOP17023973 Phone 08/08/17 22:14 Domestic Disturbance 2017058893 Domestic Disturbance WCSOP17023979 911 08/09/17 12:42 Domestic Disturbance 2017059007 Domestic Disturbance WCSOP17024025 Phone 08/10/17 08:01 Domestic Disturbance 2017059169 Domestic Disturbance WCSOP17024106 Phone 08/14/17 15:25 Domestic Disturbance 2017060317 Domestic Disturbance WCSOP17024581 Phone 08/15/17 11:26 Domestic Disturbance 2017060547 Domestic Disturbance WCSOP17024671 Phone 08/15/17 21:19 Domestic Disturbance 2017060708 Domestic Disturbance WCSOP17024746 Phone 08/16/17 18:18 Domestic Disturbance 2017060899 Domestic Disturbance WCSOP17024837 911 08/16/17 19:31 Domestic Disturbance 2017060910 Domestic Disturbance WCSOP17024838 Phone 08/20/17 03:33 Domestic Disturbance 2017061772 Domestic Disturbance WCSOP17025209 911 08/20/17 20:39 Domestic Disturbance 2017061919 Domestic Disturbance WCSOP17025281 Phone 08/22/17 13:25 Domestic Disturbance 2017062333 Domestic Disturbance WCSOP17025452 Phone ZU=RCHER Page 8 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/24/17 14:05 Domestic Disturbance 2017062955 Domestic Disturbance WCSOP17025709 Phone 08/26/17 14:42 Domestic Disturbance 2017063488 Domestic Disturbance WCSOP17025910 Phone 08/27/17 01:21 Domestic Disturbance 2017063648 911 08/29/17 13:31 Domestic Disturbance 2017064200 Domestic Disturbance WCSOP17026216 Phone 08/29/17 18:18 Domestic Disturbance 2017064284 Domestic Disturbance WCSOP17026248 911 Domestic Disturbance; 911 Hang-up Total: 1 08/01/17 13:54 Domestic Disturbance; 2017056871 Domestic Disturbance WCSOP17023089 911 Domestic Disturbance; Noise Total: 1 08/10/17 06:50 Domestic Disturbance; 2017059159 Noise WCSOP17024102 Phone Drugs Total: 3 08/08/1714:39 Drugs 2017058790 Drugs WCSOP17023937 Phone 08/16/1713:29 Drugs 2017060830 Drugs WCSOP17024807 Phone 08/28/17 22:33 Drugs 2017064063 Suspicious - Person - Vehicle WCSOP17026160 Phone Dumping Total: 3 08/08/1711:25 Dumping 2017058741 Dumping WCSOP17023920 Phone 08/12/1712:41 Dumping 2017059808 Dumping WCSOP17024357 Phone 08/21/17 11:00 Dumping 2017062041 Lost - Found Property WCSOP17025325 Phone Extra Patrol Total: 4 08/03/17 17:14 Extra Patrol 2017057462 Extra Patrol WCSOP17023355 Phone 08/14/17 03:44 Extra Patrol 2017060192 Phone 08/22/17 12:34 Extra Patrol 2017062320 Extra Patrol WCSOP17025448 Phone 08/23/17 11:54 Extra Patrol 2017062620 Extra Patrol WCSOP17025568 Phone Fight Total: 3 08/02/17 02:34 Fight 2017057040 Fight WCSOP17023170 Phone 08/19/17 00:14 Fight 2017061473 Fight WCSOP17025083 911 08/20/1710:04 Fight 2017061801 Fight WCSOP17025225 911 Fire - Burn Permit Total: 1 08/07/17 11:13 Fire - Burn Permit 2017058473 Phone Fire - Gas Leak Total: 4 08/01/17 12:51 Fire - Gas Leak 2017056857 Fire - Gas Leak WCSOP17023081 911 08/10/17 13:49 Fire - Gas Leak 2017059253 Fire - Gas Leak WCSOP17024134 Phone 08/22/17 10:44 Fire - Gas Leak 2017062294 Fire - Gas Leak WCSOP17025436 Phone 08/25/17 15:26 Fire - Gas Leak 2017063264 Fire - Gas Leak WCSOP17025824 Phone Fire - Other Total: 2 08/01/17 21:25 Fire - Other 2017056995 Fire - Other WCSOP17023147 Phone 08/20/17 20:03 Fire - Other 2017061906 Fire - Other WCSOP17025275 Phone Fire - Smoke - Odor; Dispatch - CAD Total: 1 08/03/17 01:34 Fire - Smoke - Odor; 2017057311 Fire - Smoke - Odor WCSOP17023279 911 Fire - Vehicle Total: 1 08/21/17 17:58 Fire - Vehicle 2017062128 Fire - Vehicle WCSOP17025368 911 ZUERCHER Page 9 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Fireworks Total: 1 Case Number How Reported 08/19/17 22:13 Fireworks 2017061711 Fireworks WCSOP17025184 Phone Fraud - Checks - Cards Total: 3 Harassment Total: 2 2017058507 Domestic Disturbance 08/02/17 22:30 Harassment 08/02/17 10:29 Fraud - Checks - Cards 2017057107 Fraud - Checks - Cards WCSOP17023196 Phone 08/18/17 15:54 Fraud - Checks - Cards 2017061344 Theft WCSOP17025031 Phone 08/26/17 13:42 Fraud - Checks - Cards 2017063476 Fraud - Checks - Cards WCSOP17025899 Phone Fraud - Internet Total: 2 Juvenile - Complaint 08/03/1711:34 Info 2017057383 WCSOP17024404 08/16/17 13:11 Fraud - Internet 2017060827 Fraud - Internet WCSOP17024806 Phone 08/18/17 16:16 Fraud - Internet 2017061352 Suspicious - Circumstances WCSOP17025035 Phone Gun Incident Total: 2 08/26/17 22:57 Gun Incident 2017063615 Gun Incident 08/27/17 23:56 Gun Incident 2017063820 Fireworks Harassment Total: 2 2017058507 Domestic Disturbance 08/02/17 22:30 Harassment 2017057282 Harassment 08/14/17 22:46 Harassment 2017060434 Harassment Hospice Death Total: 1 Juvenile - Complaint 2017059096 08/29/17 06:33 Hospice Death 2017064117 08/10/17 18:34 Info Total: 5 2017059333 Juvenile - Complaint 08/02/17 19:24 Info 2017057235 Juvenile - Complaint 08/03/1711:34 Info 2017057383 WCSOP17024404 08/22/17 15:19 Info 2017062362 2017060504 08/25/17 09:07 Info 2017063193 08/17/17 16:57 08/28/17 03:45 Info 2017063845 Juvenile - Complaint Intoxicated Person Total: 3 08/17/17 19:26 Juvenile - Complaint 08/05/17 00:25 Intoxicated Person 2017057869 Intoxicated Person 08/13/17 22:22 Intoxicated Person 2017060163 Intoxicated Person 08/30/17 11:51 Intoxicated Person 2017064437 Intoxicated Person Juvenile - Complaint Total: 14 WCSOP17025964 911 WCSOP17026057 911 WCSOP17023270 Phone WCSOP17024630 Phone WCSOP17023531 WCSOP17024505 WCSOP17026301 08/05/17 22:02 Juvenile - Complaint 2017058102 Juvenile - Complaint WCSOP17023628 08/07/17 13:31 Juvenile - Complaint 2017058507 Domestic Disturbance WCSOP17023802 08/08/17 12:10 Juvenile - Complaint 2017058758 Juvenile - Complaint WCSOP17023916 08/09/17 20:16 Juvenile - Complaint 2017059096 Juvenile - Complaint WCSOP17024069 08/10/17 18:34 Juvenile - Complaint 2017059333 Juvenile - Complaint WCSOP17024169 08/12/17 22:13 Juvenile - Complaint 2017059927 Juvenile - Complaint WCSOP17024404 08/15/17 08:23 Juvenile - Complaint 2017060504 Juvenile - Complaint WCSOP17024652 08/17/17 16:57 Juvenile - Complaint 2017061106 Juvenile - Complaint WCSOP17024912 08/17/17 19:26 Juvenile - Complaint 2017061143 Juvenile - Complaint WCSOP17024935 08/22/17 01:29 Juvenile - Complaint 2017062218 Juvenile - Curfew Violation WCSOP17025409 08/24/17 16:52 Juvenile - Complaint 2017063010 Juvenile - Complaint WCSOP17025729 08/27/17 04:40 Juvenile - Complaint 2017063664 Juvenile - Complaint WCSOP17025981 08/30/17 15:33 Juvenile - Complaint 2017064492 Juvenile - Complaint WCSOP17026322 Phone Phone Phone Phone Phone Phone Phone 911 Phone Phone Phone Phone Phone Phone Phone 911 911 Phone Phone 911 Phone ZUERCHER Page 10 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/31/17 12:33 Juvenile - Complaint 2017064710 Juvenile - Complaint WCSOP17026410 Phone Juvenile - Complaint; Juvenile - Runaway Total: 1 08/07/17 18:37 Juvenile - Complaint; 2017058581 Juvenile - Runaway WCSOP17023840 911 Juvenile - Party Total: 1 08/23/17 21:41 Juvenile - Party 2017062789 Juvenile - Party WCSOP17025648 Phone Juvenile - Runaway Total: 2 08/07/17 14:14 Juvenile - Runaway 2017058518 Juvenile - Runaway WCSOP17023808 Phone 08/29/17 03:05 Juvenile - Runaway 2017064106 Juvenile - Runaway WCSOP17026178 Phone Lock Out - Lock In Total: 2 08/09/17 20:13 Lock Out - Lock In 2017059095 Lock Out - Lock In WCSOP17024068 Phone 08/11/17 17:58 Lock Out - Lock In 2017059604 Lock Out - Lock In WCSOP17024278 911 Lost - Found Property Total: 7 08/01/17 17:53 Lost - Found Property 2017056932 Lost - Found Property WCSOP17023116 08/05/17 17:23 Lost - Found Property 2017058025 Lost - Found Property WCSOP17023600 08/14/17 09:29 Lost - Found Property 2017060231 Lost - Found Property WCSOP17024535 Phone 08/18/17 09:21 Lost - Found Property 2017061263 Lost - Found Property WCSOP17024986 08/25/17 19:07 Lost - Found Property 2017063326 Lost - Found Property WCSOP17025856 08/31/17 19:52 Lost - Found Property 2017064818 Lost - Found Property WCSOP17026462 08/31/17 20:18 Lost - Found Property 2017064826 Lost - Found Property WCSOP17026464 Medical - Allergies - Stings Total: 1 08/18/17 19:31 Medical - Allergies - 2017061397 Medical - Allergies - Stings WCSOP17025055 911 Medical - Back Pain Total: 1 08/19/17 19:01 Medical - Back Pain 2017061663 Medical - Back Pain WCSOP17025164 Phone Medical - Bleeding - Lacerations Total: 1 08/01/17 02:52 Medical - Bleeding - 2017056760 Medical - Bleeding - WCSOP17023046 Phone Medical - Breathing Problems Total: 5 08/05/17 18:21 Medical - Breathing 2017058040 Medical - Breathing Problems WCSOP17023606 911 08/15/17 15:24 Medical - Breathing 2017060617 911 08/20/17 05:01 Medical - Breathing 2017061778 Medical - Breathing Problems WCSOP17025212 911 08/23/17 12:52 Medical - Breathing 2017062631 Medical - Breathing Problems WCSOP17025571 911 08/29/17 06:01 Medical - Breathing 2017064113 Medical - Breathing Problems WCSOP17026183 911 Medical - Chest Pain Total: 2 08/09/17 22:48 Medical - Chest Pain 2017059125 Medical - Chest Pain WCSOP17024079 Phone 08/15/17 18:39 Medical - Chest Pain 2017060665 Medical - Chest Pain WCSOP17024724 911 Medical - Diabetic Total: 1 08/07/17 21:57 Medical - Diabetic 2017058638 Medical - Diabetic WCSOP17023866 911 Medical - Fall Under 6 Feet Total: 7 08/01/17 03:42 Medical - Fall Under 6 2017056763 Medical - Fall Under 6 Feet WCSOP17023048 911 08/05/17 15:55 Medical - Fall Under 6 2017058010 Medical - Fall Under 6 Feet WCSOP17023592 911 ZUERCHER Page 11 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/06/17 12:43 Medical - Fall Under 6 2017058248 Medical - Fall Under 6 Feet WCSOP17023682 911 08/08/17 14:58 Medical - Fall Under 6 2017058797 Medical - Fall Under 6 Feet WCSOP17023942 Phone 08/14/17 14:57 Medical - Fall Under 6 2017060309 Medical - Fall Under 6 Feet WCSOP17024574 Phone 08/23/17 08:40 Medical - Fall Under 6 2017062562 Medical - Psychiatric - WCSOP17024276 Phone 08/28/17 20:14 Medical - Fall Under 6 2017064029 Medical - Fall Under 6 Feet WCSOP17026152 Phone Medical - Non Emergency Transport Total: 1 08/17/17 10:01 Medical - Non 2017061020 Phone Medical - Overdose - Poisoning Total: 1 08/12/17 17:02 Medical - Overdose - 2017059857 Medical - Overdose - PoisoninyVCSOP17024374 911 Medical - Psychiatric - Behavioral Total: 13 08/01/17 15:36 Medical - Psychiatric - 2017056903 Medical - Psychiatric - WCSOP17023101 Phone 08/03/17 00:16 Medical - Psychiatric - 2017057303 Medical - Psychiatric - WCSOP17023276 911 08/03/17 14:16 Medical - Psychiatric - 2017057411 Suicidal - Attempt - Threat WCSOP17023333 Phone 08/08/17 16:30 Medical - Psychiatric - 2017058822 Medical - Psychiatric - WCSOP17023952 911 08/11/17 17:56 Medical - Psychiatric - 2017059601 Medical - Psychiatric - WCSOP17024276 Phone 08/12/17 09:36 Medical - Psychiatric - 2017059778 Medical - Psychiatric - WCSOP17024338 Phone 08/19/17 02:58 Medical - Psychiatric - 2017061501 Medical - Psychiatric - WCSOP17025098 911 08/21/17 20:17 Medical - Psychiatric - 2017062157 Medical - Psychiatric - WCSOP17025382 911 08/23/17 17:13 Medical - Psychiatric - 2017062695 Medical - Psychiatric - WCSOP17025607 Phone 08/29/17 10:50 Medical - Psychiatric - 2017064164 Domestic Disturbance WCSOP17026203 911 08/30/17 09:53 Medical - Psychiatric - 2017064413 Medical - Psychiatric - WCSOP17026288 Phone 08/30/17 19:13 Medical - Psychiatric - 2017064554 Medical - Psychiatric - WCSOP17026355 911 08/30/17 19:52 Medical - Psychiatric - 2017064564 Medical - Psychiatric - WCSOP17026357 911 Medical - Seizure Total: 6 08/02/17 12:22 Medical - Seizure 2017057127 Medical - Seizure WCSOP17023203 911 08/06/17 22:20 Medical - Seizure 2017058381 Medical - Seizure WCSOP17023745 911 08/09/17 16:28 Medical - Seizure 2017059052 Medical - Seizure WCSOP17024049 911 08/14/17 18:20 Medical - Seizure 2017060372 Medical - Seizure WCSOP17024602 911 08/14/17 21:51 Medical - Seizure 2017060425 Medical - Seizure WCSOP17024625 911 08/22/17 13:49 Medical - Seizure 2017062343 Medical - Seizure WCSOP17025459 911 Medical - Sick Total: 18 08/01/17 10:08 Medical - Sick 2017056814 Medical - Sick WCSOP17023068 911 08/07/17 09:32 Medical - Sick 2017058449 Medical - Sick WCSOP17023773 911 08/09/17 19:14 Medical - Sick 2017059083 Medical - Sick WCSOP17024063 911 08/12/17 11:04 Medical - Sick 2017059791 Medical - Sick WCSOP17024348 911 08/13/17 09:02 Medical - Sick 2017060019 Medical - Sick WCSOP17024437 911 08/14/17 12:35 Medical - Sick 2017060272 Medical - Sick WCSOP17024555 911 08/14/17 19:08 Medical - Sick 2017060386 Medical - Sick WCSOP17024608 911 08/16/17 09:25 Medical - Sick 2017060783 Medical - Sick WCSOP17024782 911 08/16/17 11:09 Medical - Sick 2017060806 Medical - Sick WCSOP17024791 911 08/19/17 00:38 Medical - Sick 2017061478 Medical - Sick WCSOP17025084 911 08/21/17 12:04 Medical - Sick 2017062056 Medical - Sick WCSOP17025335 911 08/21/17 22:47 Medical - Sick 2017062194 Medical - Sick WCSOP17025397 911 08/23/17 00:42 Medical - Sick 2017062492 Medical - Sick WCSOP17025523 911 ZUERCHER Page 12 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/23/17 09:34 Medical - Sick 2017062578 Medical - Sick WCSOP17025553 911 08/23/17 21:58 Medical - Sick 2017062795 Suicidal - Attempt - Threat WCSOP17025650 Officer 08/28/17 16:27 Medical - Sick 2017063972 Medical - Sick WCSOP17026128 911 08/29/17 13:05 Medical - Sick 2017064195 Medical - Breathing Problems WCSOP17026214 911 08/31/17 10:29 Medical - Sick 2017064675 Medical - Sick WCSOP17026394 911 Medical - Stroke Total: 3 08/04/17 17:18 Medical - Stroke 2017057748 Medical - Stroke WCSOP17023473 911 08/06/17 11:46 Medical - Stroke 2017058232 Medical - Stroke WCSOP17023681 911 08/06/17 17:05 Medical - Stroke 2017058312 Medical - Stroke WCSOP17023707 911 Medical - Trauma Total: 1 08/05/17 23:14 Medical - Trauma 2017058130 Medical - Trauma WCSOP17023640 911 Medical - Unconscious - Fainting Total: 3 08/14/17 12:17 Medical - Unconscious - 2017060262 Suspicious - Person - Vehicle WCSOP17024549 Phone 08/16/17 21:09 Medical - Unconscious - 2017060929 Medical - Unconscious - WCSOP17024845 911 08/26/17 00:32 Medical - Unconscious - 2017063403 Medical - Unconscious - WCSOP17025871 Phone Medical - Unknown Total: 2 08/07/17 14:52 Medical - Unknown 2017058527 Medical - Unknown WCSOP17023815 911 08/12/17 11:47 Medical - Unknown 2017059802 DUI WCSOP17024352 Phone Missing Person Total: 5 08/19/17 23:29 Missing Person 2017061737 Medical - Unknown WCSOP17025197 Phone 08/23/17 08:41 Missing Person 2017062563 Missing Person WCSOP17025551 911 08/23/17 20:48 Missing Person 2017062773 Missing Person WCSOP17025642 911 08/25/17 01:18 Missing Person 2017063146 Missing Person WCSOP17025772 Phone 08/26/17 13:50 Missing Person 2017063479 Missing Person WCSOP17025902 Phone Motorist Aid Total: 3 08/13/17 22:43 Motorist Aid 2017060168 Phone 08/17/17 20:53 Motorist Aid 2017061159 Phone 08/24/17 16:33 Motorist Aid 2017063001 Phone MVA - Car Deer Total: 1 08/21/17 13:30 MVA - Car Deer 2017062071 MVA - Car Deer WCSOP17025341 Phone MVA - Hit & Run Total: 2 08/02/17 19:06 MVA - Hit & Run 2017057229 MVA - Hit & Run WCSOP17023246 08/02/17 19:19 MVA - Hit & Run 2017057233 MVA - Hit & Run WCSOP17023248 MVA - Injuries Total: 5 08/07/17 16:46 MVA - Injuries 2017058549 Agency Assist WCSOP17023827 08/15/17 15:08 MVA - Injuries 2017060612 Agency Assist WCSOP17024697 911 08/18/17 17:37 MVA - Injuries 2017061371 MVA - Injuries WCSOP17025040 08/19/17 11:25 MVA - Injuries 2017061556 MVA - Injuries WCSOP17025118 911 08/20/17 18:06 MVA - Injuries 2017061878 MVA - Injuries WCSOP17025262 911 MVA - No Injuries Total: 19 ZU=RCHER Page 13 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/02/17 14:44 MVA - No Injuries 2017057159 MVA - No Injuries WCSOP17023217 Noise 08/02/17 18:36 MVA - No Injuries 2017057217 MVA - No Injuries WCSOP17023240 911 08/03/17 13:47 MVA - No Injuries 2017057401 MVA - No Injuries WCSOP17023325 Noise 08/05/17 11:53 MVA - No Injuries 2017057966 Criminal Damage to Property WCSOP17023576 WCSOP17025195 08/07/17 12:43 MVA - No Injuries 2017058497 MVA - No Injuries WCSOP17023797 08/07/17 17:00 MVA - No Injuries 2017058553 MVA - No Injuries WCSOP17023828 911 08/08/17 13:30 MVA - No Injuries 2017058777 MVA - No Injuries WCSOP17023929 08/11/17 12:48 MVA - No Injuries 2017059527 MVA - No Injuries WCSOP17024243 08/11/17 14:51 MVA - No Injuries 2017059545 MVA - No Injuries WCSOP17024250 08/11/17 18:07 MVA - No Injuries 2017059606 MVA - No Injuries WCSOP17024279 08/12/17 12:34 MVA - No Injuries 2017059807 08/15/17 11:23 MVA - No Injuries 2017060545 MVA - No Injuries WCSOP17024670 911 08/17/17 08:22 MVA - No Injuries 2017061004 MVA - No Injuries WCSOP17024872 08/20/17 15:35 MVA - No Injuries 2017061852 911 08/23/17 10:57 MVA - No Injuries 2017062600 MVA - No Injuries WCSOP17025562 08/25/17 10:12 MVA - No Injuries 2017063204 Agency Assist WCSOP17025794 08/29/17 17:27 MVA - No Injuries 2017064272 MVA - No Injuries WCSOP17026243 911 08/30/17 09:33 MVA - No Injuries 2017064407 MVA - No Injuries WCSOP17026286 08/30/17 12:27 MVA - No Injuries 2017064445 MVA - No Injuries WCSOP17026305 MVA - Unknown Injuries Total: 2 08/19/17 02:00 MVA - Unknown Injuries 2017061492 MVA - Unknown Injuries WCSOP17025094 08/29/17 05:47 MVA - Unknown Injuries 2017064112 MVA - Unknown Injuries WCSOP17026182 Neighborhood Dispute Total: 3 08/03/17 19:09 Neighborhood Dispute 2017057497 Neighborhood Dispute WCSOP17023375 911 08/10/17 16:42 Neighborhood Dispute 2017059302 Neighborhood Dispute WCSOP17024153 911 08/20/17 15:05 Neighborhood Dispute 2017061846 Neighborhood Dispute WCSOP17025244 Phone Noise Total: 6 08/04/17 20:17 Noise 2017057793 Noise WCSOP17023494 911 08/05/17 00:16 Noise 2017057866 Noise WCSOP17023534 08/11/1714:27 Noise 2017059541 Noise WCSOP17024248 08/14/17 22:19 Noise 2017060430 Noise WCSOP17024627 08/16/1715:33 Noise 2017060856 Noise WCSOP17024821 08/19/17 23:12 Noise 2017061730 Noise WCSOP17025195 Off -Road Vehicle Complaint Total: 1 08/05/17 19:08 Off -Road Vehicle 2017058046 Off -Road Vehicle Complaint WCSOP17023610 Phone Off -Road Vehicle Complaint; Trespass Total: 1 08/19/17 18:32 Off -Road Vehicle 2017061656 Off -Road Vehicle Complaint WCSOP17025160 Phone Open Door - Window Total: 2 08/19/17 17:15 Open Door - Window 2017061632 Open Door - Window WCSOP17025150 911 08/31/17 21:59 Open Door - Window 2017064858 Open Door - Window WCSOP17026477 Ordinance Violation Total: 3 08/02/17 17:30 Ordinance Violation 2017057196 Ordinance Violation WCSOP17023231 ZU=RCHER Page 14 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/03/17 08:30 Ordinance Violation 2017057339 Ordinance Violation WCSOP17023297 08/14/17 14:56 Ordinance Violation 2017060308 Ordinance Violation WCSOP17024573 Parking Total: 12 08/01/1711:35 Parking 2017056839 Parking WCSOP17023074 08/08/17 11:01 Parking 2017058733 Stolen - Vehicle WCSOP17023904 08/09/17 06:54 Parking 2017058945 Parking WCSOP17024003 08/11/1712:32 Parking 2017059524 Parking WCSOP17024240 08/12/1714:16 Parking 2017059819 Parking WCSOP17024360 08/14/17 08:12 Parking 2017060212 Parking WCSOP17024526 08/20/17 20:26 Parking 2017061916 Parking WCSOP17025280 08/24/1712:57 Parking 2017062935 Parking WCSOP17025702 08/24/1713:50 Parking 2017062950 Parking WCSOP17025712 08/25/1714:08 Parking 2017063254 Parking WCSOP17025819 08/27/1712:15 Parking 2017063704 Parking WCSOP17026005 08/28/1716:41 Parking 2017063976 Parking WCSOP17026130 Phone Call Total: 6 08/03/17 18:14 Phone Call 2017057483 Other 08/14/17 17:15 Phone Call 2017060347 Other 08/14/17 17:36 Phone Call 2017060359 Other 08/18/17 10:45 Phone Call 2017061282 Other 08/26/17 12:22 Phone Call 2017063462 Other 08/29/17 12:06 Phone Call 2017064184 Other Probation Check Total: 1 08/28/17 19:09 Probation Check 2017064012 Officer Prowler Total: 1 08/23/17 00:52 Prowler 2017062496 Suspicious -Person -Vehicle WCSOP17025524 911 Prowler; Medical - Psychiatric - Behavioral Total: 1 08/10/17 15:52 Prowler; Medical - 2017059285 Medical - Psychiatric - WCSOP17024143 911 Repossession Total: 3 08/02/1712:53 Repossession 2017057134 08/09/17 04:20 Repossession 2017058931 08/16/17 20:13 Repossession 2017060923 Residential General Alarm Total: 3 08/10/17 10:33 Residential General 2017059209 Residential General Alarm WCSOP17024114 Phone 08/26/17 20:54 Residential General 2017063582 Residential General Alarm WCSOP17025952 Phone 08/28/17 07:10 Residential General 2017063865 Residential General Alarm WCSOP17026075 Phone Residential Medical Alarm Total: 2 08/05/17 10:38 Residential Medical 2017057944 Residential Medical Alarm WCSOP17023567 Phone 08/11/17 17:44 Residential Medical 2017059597 Residential Medical Alarm WCSOP17024274 Phone SIA Business Walk Through Total: 1 08/02/17 01:24 SIA Business Walk 2017057033 ZUERCHER Page 15 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported SIA Community Presentation Total: 3 08/01/17 17:16 SIA Community 2017056925 08/01/17 18:38 SIA Community 2017056951 08/01/17 18:41 SIA Community 2017056953 SIA Foot Patrol Total: 1 08/23/17 02:39 SIA Foot Patrol 2017062508 SIA Other Total: 1 08/06/1718:52 SIA Other 2017058340 Officer SIA Parks Total: 7 08/06/17 01:11 SIA Parks 2017058149 Officer 08/11/17 08:13 SIA Parks 2017059470 08/24/1710:07 SIA Parks 2017062893 08/24/1711:21 SIA Parks 2017062906 08/27/17 05:53 SIA Parks 2017063669 08/28/17 06:11 SIA Parks 2017063852 08/29/17 07:20 SIA Parks 2017064122 Sign - Light Repair Total: 5 08/06/17 17:06 Sign - Light Repair 2017058313 Phone 08/11/17 02:54 Sign - Light Repair 2017059444 Phone 08/19/17 06:38 Sign - Light Repair 2017061514 911 08/22/17 14:58 Sign - Light Repair 2017062356 Phone 08/28/17 12:43 Sign - Light Repair 2017063927 Phone Squad Damage Total: 1 08/04/1711:47 08/18/17 00:25 Squad Damage 2017061204 Squad Damage WCSOP17024962 Stolen - Vehicle Total: 2 08/10/17 13:17 Stolen - Vehicle 2017059246 Civil Complaint WCSOP17024131 Phone 08/29/17 16:34 Stolen - Vehicle 2017064255 Civil Complaint WCSOP17026238 Phone Surveillance Total: 1 08/04/1711:47 Surveillance 2017057651 Suspicious - Circumstances Total: 27 08/01/17 12:46 Suspicious - 2017056856 Suspicious - Circumstances WCSOP17023079 Phone 08/01/17 16:19 Suspicious - 2017056913 Suspicious - Circumstances WCSOP17023110 Phone 08/04/17 12:33 Suspicious - 2017057663 Suspicious - Circumstances WCSOP17023437 Phone 08/04/17 17:50 Suspicious - 2017057755 Suspicious - Circumstances WCSOP17023475 Phone 08/05/17 05:33 Suspicious - 2017057907 Suspicious - Circumstances WCSOP17023549 Phone 08/05/17 21:33 Suspicious - 2017058092 Suspicious - Circumstances WCSOP17023625 Phone 08/08/17 13:33 Suspicious - 2017058779 Suspicious - Circumstances WCSOP17023931 Phone 08/09/17 23:27 Suspicious - 2017059133 Suspicious - Circumstances WCSOP17024084 Phone 08/11/17 19:21 Suspicious - 2017059627 Trespass WCSOP17024289 Phone 08/12/17 09:59 Suspicious - 2017059785 Suspicious - Circumstances WCSOP17024343 Phone 08/13/17 13:49 Suspicious - 2017060070 Suspicious - Circumstances WCSOP17024457 Phone ZUERCHER Page 16 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number 08/14/17 08:57 Suspicious - 2017060223 Suspicious - Circumstances WCSOP17024533 08/15/17 12:02 Suspicious - 2017060558 Suspicious - Circumstances WCSOP17024679 08/16/17 04:08 Suspicious - 2017060752 Suspicious - Circumstances WCSOP17024765 08/19/17 00:02 Suspicious - 2017061469 Suspicious - Circumstances WCSOP17025080 08/19/17 21:23 Suspicious - 2017061697 Suspicious - Circumstances WCSOP17025180 08/20/17 20:48 Suspicious - 2017061920 Suspicious - Circumstances WCSOP17025284 08/21/17 17:33 Suspicious - 2017062122 Suspicious - Circumstances WCSOP17025366 08/23/17 20:35 Suspicious - 2017062771 Suspicious - Circumstances WCSOP17025641 08/24/17 07:44 Suspicious - 2017062864 Suspicious - Circumstances WCSOP17025666 08/24/17 13:23 Suspicious - 2017062944 Suspicious - Circumstances WCSOP17025706 08/24/17 18:51 Suspicious - 2017063042 Suspicious - Circumstances WCSOP17025739 08/25/17 02:37 Suspicious - 2017063154 Domestic Disturbance WCSOP17025773 08/27/17 16:47 Suspicious - 2017063745 Suspicious - Circumstances WCSOP17026026 08/27/17 19:44 Suspicious - 2017063777 Suspicious - Circumstances WCSOP17026044 08/29/17 17:31 Suspicious - 2017064274 CSC Sex Offense WCSOP17026244 08/29/17 21:35 Suspicious - 2017064316 Suspicious - Circumstances WCSOP17026262 Suspicious - Person - Vehicle Total: 34 08/01/17 14:28 Suspicious - Person - 2017056881 08/01/17 16:13 Suspicious - Person - 2017056912 08/02/17 03:48 Suspicious - Person - 2017057047 08/02/17 13:31 Suspicious - Person - 2017057144 08/02/17 16:43 Suspicious - Person - 2017057187 08/04/17 07:22 Suspicious - Person - 2017057584 08/04/17 21:27 Suspicious - Person - 2017057814 08/06/17 19:08 Suspicious - Person - 2017058343 08/06/17 21:50 Suspicious - Person - 2017058374 08/06/17 22:16 Suspicious - Person - 2017058379 08/07/17 23:00 Suspicious - Person - 2017058648 08/08/17 02:15 Suspicious - Person - 2017058672 08/09/17 00:46 Suspicious - Person - 2017058919 08/09/17 05:44 Suspicious - Person - 2017058937 08/10/17 08:32 Suspicious - Person - 2017059176 08/10/17 18:44 Suspicious - Person - 2017059335 08/11/17 06:14 Suspicious - Person - 2017059455 08/11/17 08:57 Suspicious - Person - 2017059478 08/12/17 10:19 Suspicious - Person - 2017059786 08/13/17 19:12 Suspicious - Person - 2017060134 08/15/17 16:40 Suspicious - Person - 2017060636 08/16/17 17:09 Suspicious - Person - 2017060882 08/17/17 21:42 Suspicious - Person - 2017061176 08/17/17 23:17 Suspicious - Person - 2017061191 08/19/17 13:42 Suspicious - Person - 2017061587 08/21/17 11:31 Suspicious - Person - 2017062052 08/21/17 20:49 Suspicious - Person - 2017062164 08/22/17 16:53 Suspicious - Person - 2017062380 08/22/17 17:11 Suspicious - Person - 2017062387 Suspicious - Person - Vehicle WCSOP17023093 Suspicious - Person - Vehicle WCSOP17023107 Suspicious - Person - Vehicle WCSOP17023173 Soliciting WCSOP17023211 Suspicious - Person - Vehicle WCSOP17023228 Suspicious - Person - Vehicle WCSOP17023409 Suspicious - Person - Vehicle WCSOP17023501 Suspicious - Person - Vehicle WCSOP17023723 Suspicious - Person - Vehicle WCSOP17023740 Suspicious - Person - Vehicle WCSOP17023744 Warrant - Arrest WCSOP17023873 Drugs WCSOP17023884 Suspicious - Person - Vehicle WCSOP17023989 Suspicious - Person - Vehicle WCSOP17023999 Suspicious - Person - Vehicle WCSOP17024108 Suspicious - Person - Vehicle WCSOP17024170 Suspicious - Person - Vehicle WCSOP17024211 Suspicious - Person - Vehicle WCSOP17024224 Suspicious - Person - Vehicle WCSOP17024345 Warrant - Arrest WCSOP17024487 Suspicious - Person - Vehicle WCSOP17024712 Suspicious - Person - Vehicle WCSOP17024830 Suspicious - Person - Vehicle WCSOP17024949 Suspicious - Person - Vehicle WCSOP17024954 Suspicious - Person - Vehicle WCSOP17025133 Suspicious - Person - Vehicle WCSOP17025332 Suspicious - Person - Vehicle WCSOP17025386 Suspicious -Person -Vehicle WCSOP17025478 How Reported Phone Phone 911 Phone 911 Phone Phone Phone Phone Phone 911 Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone 911 Phone Officer 911 Phone Phone Phone Phone Phone Phone Phone Phone 911 911 911 Phone 911 Phone Phone ZUERCHER Page 17 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/23/17 09:09 Suspicious - Person - 2017062571 Suspicious - Person - Vehicle WCSOP17025552 Phone 08/27/17 18:31 Suspicious - Person - 2017063767 Suspicious - Person - Vehicle WCSOP17026037 911 08/29/17 15:46 Suspicious - Person - 2017064241 Suspicious - Person - Vehicle WCSOP17026232 911 08/29/17 21:19 Suspicious - Person - 2017064313 Suspicious - Person - Vehicle WCSOP17026260 Phone 08/30/17 16:53 Suspicious - Person - 2017064520 Suspicious - Person - Vehicle WCSOP17026334 Phone Theft Total: 27 08/03/1710:09 Theft 2017057357 Theft WCSOP17023305 Phone 08/03/17 14:55 Theft 2017057421 Suspicious - Person - Vehicle WCSOP17023337 911 08/05/17 14:25 Theft 2017057994 Criminal Damage to Property WCSOP17023587 Phone 08/05/1717:09 Theft 2017058020 Theft WCSOP17023597 911 08/06/17 10:20 Theft 2017058205 Suspicious - Circumstances WCSOP17023662 Phone 08/07/1712:15 Theft 2017058492 Theft WCSOP17023792 Phone 08/07/1719:03 Theft 2017058590 Theft WCSOP17023843 Phone 08/08/1717:52 Theft 2017058840 Theft WCSOP17023959 Phone 08/08/1719:53 Theft 2017058863 Theft WCSOP17023967 Phone 08/09/1714:56 Theft 2017059037 Theft WCSOP17024043 Phone 08/11/17 03:24 Theft 2017059445 Theft WCSOP17024203 Phone 08/11/17 08:54 Theft 2017059477 Theft WCSOP17024221 Phone 08/14/17 12:20 Theft 2017060263 Civil Complaint WCSOP17024552 Phone 08/14/1712:32 Theft 2017060270 Theft WCSOP17024558 Phone 08/14/1715:18 Theft 2017060315 Theft WCSOP17024580 Phone 08/15/1718:02 Theft 2017060656 Theft WCSOP17024720 Phone 08/20/1712:07 Theft 2017061816 Theft WCSOP17025230 Phone 08/20/1719:13 Theft 2017061892 Theft WCSOP17025266 Phone 08/21/1714:41 Theft 2017062086 Theft WCSOP17025351 Phone 08/22/17 08:19 Theft 2017062258 Theft WCSOP17025420 Phone 08/23/1714:05 Theft 2017062646 Theft WCSOP17025581 911 08/24/1718:14 Theft 2017063030 Theft WCSOP17025735 Phone 08/26/17 23:20 Theft 2017063621 Theft WCSOP17025965 Phone 08/27/1710:08 Theft 2017063688 Theft WCSOP17025996 Phone 08/27/1712:07 Theft 2017063702 Theft WCSOP17026004 Phone 08/30/17 07:57 Theft 2017064394 Theft WCSOP17026281 Phone 08/31/1712:43 Theft 2017064712 Theft WCSOP17026409 Phone Theft - From Vehicle Total: 4 08/04/17 11:18 Theft - From Vehicle 2017057643 Theft - From Vehicle WCSOP17023429 Phone 08/08/17 12:37 Theft - From Vehicle 2017058764 Theft - From Vehicle WCSOP17023921 Phone 08/08/17 23:48 Theft - From Vehicle 2017058908 Suspicious - Person - Vehicle WCSOP17023987 911 08/29/17 20:47 Theft - From Vehicle 2017064302 Theft - From Vehicle WCSOP17026256 Phone Theft - Gas Drive Off Total: 8 08/01/17 17:20 Theft - Gas Drive Off 2017056926 Theft - Gas Drive Off WCSOP17023114 911 08/08/17 11:59 Theft - Gas Drive Off 2017058751 Theft - Gas Drive Off WCSOP17023918 911 08/11/17 03:37 Theft - Gas Drive Off 2017059446 Theft - Gas Drive Off WCSOP17024204 911 08/21/17 16:23 Theft - Gas Drive Off 2017062110 Civil Complaint WCSOP17025359 911 08/22/17 19:45 Theft - Gas Drive Off 2017062431 Theft - Gas Drive Off WCSOP17025498 911 08/25/17 08:45 Theft - Gas Drive Off 2017063186 Theft - Gas Drive Off WCSOP17025788 911 ZUERCHER Page 18 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/29/17 02:19 Theft - Gas Drive Off 2017064103 Theft - Gas Drive Off WCSOP17026175 911 08/31/17 10:58 Theft - Gas Drive Off 2017064691 Theft - Gas Drive Off WCSOP17026401 911 Theft - Identity Theft Total: 1 WCSOP17023552 Phone 08/06/17 11:21 Theft - Shoplifting 08/16/17 13:52 Theft - Identity Theft 2017060838 Theft - Identity Theft WCSOP17024810 Phone Theft - Shoplifting Total: 17 08/03/17 09:24 Theft - Shoplifting 2017057347 Theft - Shoplifting WCSOP17023302 Phone 08/04/17 14:57 Theft - Shoplifting 2017057704 Theft - Shoplifting WCSOP17023453 Phone 08/05/17 06:54 Theft - Shoplifting 2017057911 Theft - Shoplifting WCSOP17023552 Phone 08/06/17 11:21 Theft - Shoplifting 2017058221 Theft - Shoplifting WCSOP17023670 Phone 08/07/17 18:22 Theft - Shoplifting 2017058577 Theft - Shoplifting WCSOP17023838 Phone 08/11/17 04:26 Theft - Shoplifting 2017059448 Theft - Shoplifting WCSOP17024206 Phone 08/11/17 15:56 Theft - Shoplifting 2017059562 Theft - Shoplifting WCSOP17024259 Phone 08/21/17 09:44 Theft - Shoplifting 2017062014 Theft - Shoplifting WCSOP17025313 Phone 08/22/17 11:19 Theft - Shoplifting 2017062304 Theft - Shoplifting WCSOP17025442 Phone 08/22/17 13:55 Theft - Shoplifting 2017062344 Theft - Shoplifting WCSOP17025462 Phone 08/23/17 13:44 Theft - Shoplifting 2017062640 Theft - Shoplifting WCSOP17025576 Phone 08/24/17 20:04 Theft - Shoplifting 2017063060 Theft - Shoplifting WCSOP17025750 Phone 08/25/17 20:15 Theft - Shoplifting 2017063347 Theft - Shoplifting WCSOP17025863 Phone 08/28/17 16:22 Theft - Shoplifting 2017063969 Theft - Shoplifting WCSOP17026126 911 08/30/17 17:41 Theft - Shoplifting 2017064529 Theft - Shoplifting WCSOP17026343 Phone 08/31/17 10:49 Theft - Shoplifting 2017064685 Theft - Shoplifting WCSOP17026398 Phone 08/31/17 16:46 Theft - Shoplifting 2017064767 Theft - Shoplifting WCSOP17026441 Phone Threats Total: 6 08/05/1718:29 Threats 2017058041 Threats WCSOP17023607 Phone 08/14/1719:52 Threats 2017060396 Threats WCSOP17024612 Phone 08/20/17 22:44 Threats 2017061942 Threats WCSOP17025294 Phone 08/22/17 08:01 Threats 2017062251 Threats WCSOP17025418 Phone 08/26/17 21:51 Threats 2017063596 Threats WCSOP17025958 Phone 08/27/1710:51 Threats 2017063693 Threats WCSOP17026001 Phone Tow Total: 1 Traffic - Complaint 2017057738 Traffic - Complaint WCSOP17023466 Phone 08/25/1717:18 Tow 2017063299 Tow WCSOP17025844 Phone Traffic - Complaint Total: 41 08/01/17 13:48 Traffic - Complaint 2017056870 Traffic - Complaint WCSOP17023088 Phone 08/01/17 16:38 Traffic - Complaint 2017056918 Traffic - Complaint WCSOP17023112 Phone 08/02/17 18:12 Traffic - Complaint 2017057208 Traffic - Complaint WCSOP17023236 Phone 08/03/17 16:48 Traffic - Complaint 2017057454 Traffic - Complaint WCSOP17023348 Phone 08/03/17 17:37 Traffic - Complaint 2017057470 Traffic - Complaint WCSOP17023359 Phone 08/03/17 23:48 Traffic - Complaint 2017057541 Traffic - Complaint WCSOP17023393 Phone 08/04/17 16:47 Traffic - Complaint 2017057738 Traffic - Complaint WCSOP17023466 Phone 08/04/17 16:56 Traffic - Complaint 2017057742 Traffic - Complaint WCSOP17023470 Phone 08/04/17 22:08 Traffic - Complaint 2017057829 Traffic - Complaint WCSOP17023508 Phone 08/05/17 11:07 Traffic - Complaint 2017057953 Traffic - Complaint WCSOP17023572 Phone 08/05/17 18:29 Traffic - Complaint 2017058042 Traffic - Complaint WCSOP17023608 Phone 08/06/17 17:59 Traffic - Complaint 2017058324 Traffic - Complaint WCSOP17023713 Phone ZUERCHER Page 19 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/06/17 21:33 Traffic - Complaint 2017058372 Traffic - Complaint WCSOP17023739 Phone 08/07/17 16:45 Traffic - Complaint 2017058548 Phone 08/07/17 21:57 Traffic - Complaint 2017058636 911 08/08/17 09:50 Traffic - Complaint 2017058715 Traffic - Complaint WCSOP17023899 Phone 08/08/17 16:58 Traffic - Complaint 2017058828 Traffic - Complaint WCSOP17023953 Officer 08/09/17 21:32 Traffic - Complaint 2017059110 Traffic - Complaint WCSOP17024074 Phone 08/10/17 17:26 Traffic - Complaint 2017059314 Traffic - Complaint WCSOP17024158 Phone 08/15/17 20:40 Traffic - Complaint 2017060694 Traffic - Complaint WCSOP17024741 Phone 08/16/17 12:15 Traffic - Complaint 2017060819 Traffic - Complaint WCSOP17024798 Phone 08/17/17 18:08 Traffic - Complaint 2017061124 Traffic - Complaint WCSOP17024921 911 08/18/17 14:47 Traffic - Complaint 2017061325 Traffic - Complaint WCSOP17025019 Phone 08/18/17 14:49 Traffic - Complaint 2017061327 Traffic - Complaint WCSOP17025018 Phone 08/19/17 00:38 Traffic - Complaint 2017061479 Traffic - Complaint WCSOP17025086 911 08/19/17 18:50 Traffic - Complaint 2017061660 Traffic - Complaint WCSOP17025163 911 08/20/17 13:11 Traffic - Complaint 2017061825 Traffic - Complaint WCSOP17025232 Phone 08/20/17 19:40 Traffic - Complaint 2017061900 Traffic - Complaint WCSOP17025272 Phone 08/20/17 20:02 Traffic - Complaint 2017061905 Traffic - Complaint WCSOP17025274 911 08/20/17 20:04 Traffic - Complaint 2017061908 Traffic - Complaint WCSOP17025277 Phone 08/21/17 15:17 Traffic - Complaint 2017062095 Traffic - Complaint WCSOP17025356 Phone 08/21/17 15:54 Traffic - Complaint 2017062102 Traffic - Complaint WCSOP17025358 911 08/22/17 13:41 Traffic - Complaint 2017062339 Traffic - Complaint WCSOP17025456 Phone 08/23/17 18:31 Traffic - Complaint 2017062727 Traffic - Complaint WCSOP17025626 Phone 08/25/17 10:38 Traffic - Complaint 2017063211 Traffic - Complaint WCSOP17025797 Phone 08/27/17 02:09 Traffic - Complaint 2017063656 Traffic - Complaint WCSOP17025976 911 08/27/17 03:46 Traffic - Complaint 2017063660 Traffic - Complaint WCSOP17025979 Phone 08/27/17 12:55 Traffic - Complaint 2017063709 Traffic - Complaint WCSOP17026010 Phone 08/28/17 19:55 Traffic - Complaint 2017064025 Traffic - Complaint WCSOP17026151 Phone 08/30/17 13:07 Traffic - Complaint 2017064453 Traffic - Complaint WCSOP17026308 Phone 08/31/17 22:50 Traffic - Complaint 2017064869 Traffic - Complaint WCSOP17026484 Phone Traffic Stop Total: 191 08/01/17 00:14 Traffic Stop 2017056746 Officer 08/01/17 00:48 Traffic Stop 2017056749 Warrant - Arrest WCSOP17023042 Officer 08/01/17 09:55 Traffic Stop 2017056811 Officer 08/02/17 02:22 Traffic Stop 2017057038 Officer 08/02/17 05:35 Traffic Stop 2017057055 Traffic Stop WCSOP17023176 Officer 08/02/17 07:02 Traffic Stop 2017057062 Officer 08/02/17 08:46 Traffic Stop 2017057080 Officer 08/02/17 17:52 Traffic Stop 2017057201 Officer 08/02/17 18:05 Traffic Stop 2017057206 Officer 08/03/17 00:12 Traffic Stop 2017057299 Officer 08/03/17 00:12 Traffic Stop 2017057300 Officer 08/03/17 02:43 Traffic Stop 2017057315 Officer 08/03/17 05:48 Traffic Stop 2017057324 Court Order Violation WCSOP17023289 Officer 08/03/17 15:25 Traffic Stop 2017057428 Officer 08/03/17 22:05 Traffic Stop 2017057523 Traffic Stop WCSOP17023384 Officer 08/04/17 01:05 Traffic Stop 2017057551 Warrant - Arrest WCSOP17023398 Officer ZUERCHER Page 20 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/04/17 06:39 Traffic Stop 2017057578 Officer 08/04/17 09:19 Traffic Stop 2017057608 Officer 08/05/17 00:00 Traffic Stop 2017057860 Officer 08/05/17 00:14 Traffic Stop 2017057865 Warrant - Arrest WCSOP17023533 Officer 08/05/17 01:48 Traffic Stop 2017057887 Officer 08/05/17 10:54 Traffic Stop 2017057949 Officer 08/05/17 11:08 Traffic Stop 2017057954 Officer 08/05/17 13:57 Traffic Stop 2017057985 Officer 08/05/17 17:16 Traffic Stop 2017058021 Officer 08/05/17 21:11 Traffic Stop 2017058084 Officer 08/06/17 08:00 Traffic Stop 2017058175 Officer 08/06/17 14:42 Traffic Stop 2017058278 Officer 08/06/17 16:55 Traffic Stop 2017058310 Officer 08/06/17 18:39 Traffic Stop 2017058335 Officer 08/06/17 19:03 Traffic Stop 2017058341 Traffic Stop WCSOP17023722 Officer 08/07/17 02:25 Traffic Stop 2017058413 Officer 08/07/17 05:24 Traffic Stop 2017058421 Officer 08/07/17 19:15 Traffic Stop 2017058595 Officer 08/07/17 20:55 Traffic Stop 2017058623 Officer 08/08/17 03:22 Traffic Stop 2017058675 Officer 08/08/17 17:41 Traffic Stop 2017058837 Officer 08/08/17 23:46 Traffic Stop 2017058907 Officer 08/09/17 05:04 Traffic Stop 2017058933 Traffic Stop WCSOP17023998 Officer 08/09/17 12:14 Traffic Stop 2017059001 Officer 08/09/17 16:04 Traffic Stop 2017059044 Traffic Stop WCSOP17024045 Officer 08/09/17 23:28 Traffic Stop 2017059134 Traffic Stop WCSOP17024086 Officer 08/09/17 23:52 Traffic Stop 2017059136 Traffic Stop WCSOP17024087 Officer 08/10/17 10:35 Traffic Stop 2017059210 Officer 08/10/17 11:04 Traffic Stop 2017059215 Officer 08/10/17 13:34 Traffic Stop 2017059248 Traffic Stop WCSOP17024132 Officer 08/10/17 16:41 Traffic Stop 2017059301 Officer 08/10/17 17:59 Traffic Stop 2017059325 Traffic Stop WCSOP17024163 Officer 08/11/17 01:31 Traffic Stop 2017059430 Agency Assist WCSOP17024202 Officer 08/11/17 02:07 Traffic Stop 2017059438 Officer 08/11/17 06:54 Traffic Stop 2017059459 Officer 08/11/17 16:26 Traffic Stop 2017059570 Officer 08/11/17 19:02 Traffic Stop 2017059622 Officer 08/11/17 22:53 Traffic Stop 2017059688 Officer 08/11/17 23:20 Traffic Stop 2017059694 Warrant - Arrest WCSOP17024312 Officer 08/12/17 05:22 Traffic Stop 2017059741 Officer 08/12/17 05:59 Traffic Stop 2017059745 Officer 08/12/17 16:51 Traffic Stop 2017059855 Officer 08/13/17 02:18 Traffic Stop 2017059976 Officer 08/13/17 02:24 Traffic Stop 2017059977 Officer 08/13/17 04:26 Traffic Stop 2017059992 Traffic Stop WCSOP17024428 Officer 08/13/17 05:34 Traffic Stop 2017059996 Traffic Stop WCSOP17024430 Officer 08/13/17 10:13 Traffic Stop 2017060030 Officer ZUERCHER Page 21 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/13/17 10:30 Traffic Stop 2017060032 Officer 08/13/17 10:50 Traffic Stop 2017060035 Officer 08/13/17 10:57 Traffic Stop 2017060036 Officer 08/14/17 01:31 Traffic Stop 2017060188 Officer 08/14/17 22:01 Traffic Stop 2017060426 Officer 08/15/17 00:07 Traffic Stop 2017060453 Traffic Stop WCSOP17024640 Officer 08/15/17 11:52 Traffic Stop 2017060555 Traffic Stop WCSOP17024676 Officer 08/15/17 12:14 Traffic Stop 2017060565 Traffic Stop WCSOP17024681 Officer 08/15/17 13:01 Traffic Stop 2017060581 Officer 08/15/17 13:07 Traffic Stop 2017060582 Officer 08/16/17 12:59 Traffic Stop 2017060825 Officer 08/16/17 13:25 Traffic Stop 2017060828 Officer 08/16/17 17:20 Traffic Stop 2017060886 Officer 08/17/17 11:26 Traffic Stop 2017061033 Traffic Stop WCSOP17024885 Officer 08/17/17 23:05 Traffic Stop 2017061186 Officer 08/18/17 01:18 Traffic Stop 2017061216 Officer 08/18/17 15:01 Traffic Stop 2017061330 Officer 08/18/17 15:06 Traffic Stop 2017061331 Officer 08/18/17 22:56 Traffic Stop 2017061452 Officer 08/18/17 23:51 Traffic Stop 2017061467 Officer 08/18/17 23:51 Traffic Stop 2017061468 Officer 08/19/17 00:18 Traffic Stop 2017061474 Officer 08/19/17 07:29 Traffic Stop 2017061520 Officer 08/19/17 07:36 Traffic Stop 2017061522 Officer 08/19/17 15:39 Traffic Stop 2017061602 Officer 08/19/17 15:59 Traffic Stop 2017061606 Officer 08/19/17 18:12 Traffic Stop 2017061646 Officer 08/20/17 00:48 Traffic Stop 2017061752 Officer 08/20/17 11:04 Traffic Stop 2017061807 Officer 08/20/17 16:22 Traffic Stop 2017061865 Officer 08/20/17 23:21 Traffic Stop 2017061949 Officer 08/21/17 01:02 Traffic Stop 2017061962 Officer 08/21/17 07:14 Traffic Stop 2017061990 Officer 08/21/17 09:18 Traffic Stop 2017062011 Officer 08/21/17 12:26 Traffic Stop 2017062061 Officer 08/21/17 18:41 Traffic Stop 2017062134 Traffic Stop WCSOP17025370 Officer 08/21/17 22:31 Traffic Stop 2017062190 Officer 08/21/17 22:40 Traffic Stop 2017062192 Officer 08/21/17 23:54 Traffic Stop 2017062203 Traffic Stop WCSOP17025401 Officer 08/22/17 00:04 Traffic Stop 2017062205 Traffic Stop WCSOP17025403 Officer 08/22/17 00:32 Traffic Stop 2017062210 Traffic Stop WCSOP17025406 Officer 08/22/17 00:46 Traffic Stop 2017062211 Traffic Stop WCSOP17025408 Officer 08/22/17 01:53 Traffic Stop 2017062223 Traffic Stop WCSOP17025410 Officer 08/22/17 21:22 Traffic Stop 2017062459 Officer 08/22/17 21:50 Traffic Stop 2017062463 Officer 08/22/17 22:27 Traffic Stop 2017062472 Officer 08/22/17 22:52 Traffic Stop 2017062474 Officer ZUERCHER Page 22 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/22/17 23:32 Traffic Stop 2017062483 Officer 08/22/17 23:50 Traffic Stop 2017062485 Officer 08/23/17 00:00 Traffic Stop 2017062488 Officer 08/23/17 05:00 Traffic Stop 2017062518 Traffic Stop WCSOP17025531 Officer 08/23/17 07:48 Traffic Stop 2017062546 Officer 08/23/17 14:05 Traffic Stop 2017062647 Traffic Stop WCSOP17025580 Officer 08/23/17 17:26 Traffic Stop 2017062700 Officer 08/23/17 20:29 Traffic Stop 2017062769 Officer 08/23/17 21:10 Traffic Stop 2017062781 Officer 08/24/17 00:33 Traffic Stop 2017062819 Officer 08/24/17 01:29 Traffic Stop 2017062826 Officer 08/24/17 06:56 Traffic Stop 2017062852 Officer 08/24/17 07:20 Traffic Stop 2017062858 Officer 08/24/17 07:48 Traffic Stop 2017062866 Officer 08/24/17 09:08 Traffic Stop 2017062881 Officer 08/24/17 12:08 Traffic Stop 2017062923 Officer 08/24/17 12:49 Traffic Stop 2017062930 Officer 08/24/17 13:03 Traffic Stop 2017062938 Officer 08/24/17 13:20 Traffic Stop 2017062941 Officer 08/24/17 14:38 Traffic Stop 2017062965 Officer 08/24/17 14:44 Traffic Stop 2017062967 Officer 08/24/17 18:06 Traffic Stop 2017063026 Officer 08/24/17 19:25 Traffic Stop 2017063050 Officer 08/24/17 21:29 Traffic Stop 2017063082 Officer 08/24/17 21:52 Traffic Stop 2017063089 Officer 08/24/17 21:53 Traffic Stop 2017063090 Officer 08/24/17 22:04 Traffic Stop 2017063093 Officer 08/24/17 22:17 Traffic Stop 2017063097 Officer 08/24/17 23:09 Traffic Stop 2017063115 Officer 08/24/17 23:25 Traffic Stop 2017063121 Traffic Stop WCSOP17025767 Officer 08/24/17 23:33 Traffic Stop 2017063124 Officer 08/24/17 23:34 Traffic Stop 2017063126 Officer 08/25/17 00:30 Traffic Stop 2017063133 Officer 08/25/17 01:06 Traffic Stop 2017063143 08/25/17 06:34 Traffic Stop 2017063167 Officer 08/25/17 10:41 Traffic Stop 2017063212 Officer 08/25/17 11:49 Traffic Stop 2017063224 Traffic Stop WCSOP17025803 Officer 08/25/17 14:44 Traffic Stop 2017063255 Officer 08/25/17 15:06 Traffic Stop 2017063258 Officer 08/25/17 17:25 Traffic Stop 2017063300 Officer 08/25/17 21:09 Traffic Stop 2017063370 Officer 08/25/17 21:18 Traffic Stop 2017063373 Officer 08/25/17 21:24 Traffic Stop 2017063374 Officer 08/25/17 22:05 Traffic Stop 2017063383 Officer 08/26/17 06:01 Traffic Stop 2017063420 Officer 08/26/17 13:34 Traffic Stop 2017063473 Officer 08/26/17 14:18 Traffic Stop 2017063484 Traffic Stop WCSOP17025907 Officer ZUERCHER Page 23 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/26/17 22:57 Traffic Stop 2017063616 Officer 08/26/17 23:02 Traffic Stop 2017063618 Officer 08/27/17 06:48 Traffic Stop 2017063674 Officer 08/27/17 13:14 Traffic Stop 2017063712 Traffic Stop WCSOP17026011 Officer 08/27/17 15:49 Traffic Stop 2017063740 Traffic Stop WCSOP17026024 Officer 08/27/17 20:59 Traffic Stop 2017063790 Officer 08/27/17 23:58 Traffic Stop 2017063821 Officer 08/28/17 00:56 Traffic Stop 2017063827 Traffic Stop WCSOP17026059 Officer 08/28/17 01:30 Traffic Stop 2017063832 Officer 08/28/17 15:40 Traffic Stop 2017063959 Officer 08/28/17 17:31 Traffic Stop 2017063989 Traffic Stop WCSOP17026134 Officer 08/28/17 19:29 Traffic Stop 2017064018 Officer 08/29/17 00:51 Traffic Stop 2017064093 Officer 08/29/17 02:41 Traffic Stop 2017064104 Traffic Stop WCSOP17026176 Officer 08/29/17 21:08 Traffic Stop 2017064309 Officer 08/29/17 23:23 Traffic Stop 2017064341 Officer 08/29/17 23:48 Traffic Stop 2017064351 Officer 08/30/17 00:09 Traffic Stop 2017064354 Officer 08/30/17 00:11 Traffic Stop 2017064355 Agency Assist WCSOP17026268 Officer 08/30/17 01:37 Traffic Stop 2017064365 Officer 08/30/17 21:40 Traffic Stop 2017064592 Traffic Stop WCSOP17026367 Officer 08/30/17 23:39 Traffic Stop 2017064612 Officer 08/31/17 00:10 Traffic Stop 2017064620 Officer 08/31/17 00:27 Traffic Stop 2017064622 Officer 08/31/17 01:32 Traffic Stop 2017064629 Officer 08/31/17 01:49 Traffic Stop 2017064632 Officer 08/31/17 02:41 Traffic Stop 2017064636 Officer 08/31/17 04:35 Traffic Stop 2017064640 Warrant - Arrest WCSOP17026383 Officer 08/31/17 08:35 Traffic Stop 2017064652 Officer 08/31/17 14:17 Traffic Stop 2017064731 Officer 08/31/17 16:22 Traffic Stop 2017064758 Officer 08/31/17 18:34 Traffic Stop 2017064802 Traffic Stop WCSOP17026454 Officer 08/31/17 20:08 Traffic Stop 2017064824 Officer 08/31/17 23:54 Traffic Stop 2017064875 Officer Training Total: 2 08/07/17 06:55 Training 2017058422 08/21/17 08:52 Training 2017062006 Trespass Total: 7 08/07/1714:09 Trespass 2017058517 Trespass WCSOP17023807 Phone 08/08/1714:45 Trespass 2017058792 Trespass WCSOP17023940 Phone 08/10/1716:12 Trespass 2017059295 Trespass WCSOP17024149 Phone 08/12/17 08:17 Trespass 2017059760 Trespass WCSOP17024332 Phone 08/21/17 21:32 Trespass 2017062175 Trespass WCSOP17025392 911 08/22/1712:45 Trespass 2017062321 Trespass WCSOP17025449 Phone 08/25/17 20:26 Trespass 2017063354 Trespass WCSOP17025864 Phone ZUERCHER Page 24 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Unwanted Person Total: 7 08/08/17 20:46 Unwanted Person 2017058878 Unwanted Person WCSOP17023974 Phone 08/15/17 21:13 Unwanted Person 2017060705 Unwanted Person WCSOP17024745 Phone 08/16/17 00:08 Unwanted Person 2017060731 Unwanted Person WCSOP17024756 Phone 08/16/17 00:45 Unwanted Person 2017060735 Unwanted Person WCSOP17024759 Phone 08/16/17 14:40 Unwanted Person 2017060848 Unwanted Person WCSOP17024817 Phone 08/18/17 15:57 Unwanted Person 2017061346 Unwanted Person WCSOP17025029 911 08/19/17 01:19 Unwanted Person 2017061486 Unwanted Person WCSOP17025089 Phone Warrant - Arrest Total: 4 08/19/17 16:23 Warrant - Arrest 2017061617 Warrant - Arrest WCSOP17025142 Officer 08/28/17 01:48 Warrant - Arrest 2017063833 Warrant - Arrest WCSOP17026061 Officer 08/28/17 09:17 Warrant - Arrest 2017063889 Transport WCSOCVL17026083 Officer 08/29/17 17:09 Warrant - Arrest 2017064270 Warrant - Arrest WCSOP17026240 Officer Warrant - Attempt Total: 18 08/06/17 15:01 Warrant - Attempt 2017058281 Officer 08/06/17 15:23 Warrant - Attempt 2017058288 Officer 08/08/17 15:30 Warrant - Attempt 2017058807 Officer 08/09/17 12:35 Warrant - Attempt 2017059004 08/10/17 15:41 Warrant - Attempt 2017059280 08/15/17 13:20 Warrant - Attempt 2017060588 Officer 08/21/17 17:49 Warrant - Attempt 2017062127 Warrant - Arrest WCSOP17025369 Officer 08/21/17 20:46 Warrant - Attempt 2017062163 Officer 08/24/17 17:58 Warrant - Attempt 2017063023 Officer 08/25/17 08:06 Warrant - Attempt 2017063181 Officer 08/25/17 19:34 Warrant - Attempt 2017063333 Officer 08/26/17 19:53 Warrant - Attempt 2017063565 Officer 08/27/17 09:02 Warrant - Attempt 2017063681 Warrant - Arrest WCSOP17025994 Officer 08/27/17 09:22 Warrant - Attempt 2017063683 Warrant - Arrest WCSOP17026015 Officer 08/28/17 14:53 Warrant - Attempt 2017063953 Officer 08/28/17 17:24 Warrant - Attempt 2017063986 Warrant - Arrest WCSOP17026133 Officer 08/30/17 11:39 Warrant - Attempt 2017064432 Officer 08/30/17 12:41 Warrant - Attempt 2017064448 Officer Total Records: 962 ZU=RCHER Page 25 of 25 r-1 z 0 Q U0 LO N C14 1 cu a) Q _ U) _ .. • • E 0 Irl 0 • • • 0 L2 r • 16 • E- 2 W U U v) N Z N N ra 4 w m S y 2 Z o. rn o5 U U 2 (D m o LL Q N � V 2 ti co � s a N U Z O 0Q 0 U LO N 0 m v '" m TT N N Q U a a a m c U U N m m o LL U 2 � d r U = Q N U z O Q O U LO N Ii #MN I I •0 • �� • • 0 0 w - c z 0 2 w a a 2 Z N 9 is Q x N m � U S `a Q P L = T N U H:2 _'. W Co O a a iv � 2 5 g g g rn Z 4 2 r H y rqn uWWi z z °' T w z 0 Q J Q 0 U LO N 0 C • N F- 1 LJ • •« �""i:f="4 sx•"(':'_• !r••y!='��` "'='r .A..t�ti (♦T4,� - �' ��• V �+1` =•'ItAr: -a si l ',�a _ `rt ;� • 44" • •i •" I, .1 �t a a' .tw; r r' •` 4:"� 1 - •y ` i�•r 4�, - i ,�';z>� .r,' _ ,iR�►•"•�•=M;�W � t ti 4 _r,�, ��Y'��.,�,tr_ � � 'j r • k�"'t ` *r� � � Vii}' I.� •� : ,� �'" � - - , • 4R 4?�p•.. ',Zr �',, l� � _- �• �•� i,T •ea► ;� 4 •e• r•4�� is a - »3 r �• Re �'p� fw_-� 1 '�+- si' 1 A �«f ,r'. ,... •w, l••��: T•►1f y--�r._�. �� r ,y,y f +.y.�. -. ,�.. . ..� Y `��rTl. r , aN�. ,� �. X^... je �"' .�, � ti�.'.�s ��' ~'�; +T - s !rf(, •,•°� r ." e~ ` /Z -�-7, �.' �,�'• r' ��i'j� w' •��r�a p APF %Of 41 JA .01 •" fs'`'-0 » _. .f f til �'. ♦ i. ..• �a !i, ? (` t• �,i lrs to Jk ,r.'i�,� sr' :..�.'r�'y4y ra :rR•r.�•;�i1t;-►•!•• t'`J!`)j,,�� •' "' � yet ti - �¢> �`11w�' _ �-"t ';!- � M.,�„'„_ ��- (' •� 3+r •� `�t •• `,►1 '{�. � t • �• 1M I ; � � � �' V v , : ' `- "� j ••(� A rt. •� > � r • ~ a � • '" k• �� i s Sy •t i�'s�s �;� '• � i! � •< �•� ♦� a r "'yk f•p •R • '1 �, •A �'Y .�• rt. �' y�l��. �'a � f\�"' {' <r `.� � f.7fi.�+�y "moi• _,' +� *."ai ,- '� �'�'� y F •' _ •, _ '� ` rM '' �„ r.; .z• „` . ��'rls moi!' �, ''� r '. apA• •" f•P !''_•}sj <`zs. "Y 4wa «.� ��„ r ry�C, ��.s-�' L�•� t ,� 'ter, _ ;: ..a.r � - w. .. .. . y , :.�A.r'_' t e rjR *`� ,. ��,�"lt+�'��,d+, •i FA, _r :, /j.. .'•p; ;.eyl�ry �.y'.il i.� r•y..y�•_ {�. �';t ••° - ,, I1 'i. .�'4 a?'�•,L, �'}',� - i' •-. 1'., f '';l v, �': A. : orf Jw . -` rt^i S �`,� � ' i .� _ •► ,i;; _y�«,+�"��, y�'�i�+,i,, . �r �. i , F� '!�• �t � 1 ��y,, ~'"� : s;"l •' r7.' �• � t i ' _irr�^"••i• � � T" � • Tt� �' f �n• � f, � >rC'�' r'' ,•��,� �' �ri� lrt41hdL Vol •4 .. •',� .r i ; ` "• .. -r�r• _s !'•'. ,fit' ys . .k i'� • �; sr,-. A jots ��-.-.,,.., r-�' �.+�'-�-.� �. } � -�+y i. •sr!'•�Tw„ � ��+iy. rir.rr-.k•...1� +�r3 •«s..�...� ism �� 4 �;• t '+ a !r� r�r ti fA�' •y i 'a `p i7 w�; ir'>w +s a �* 1 t' t �',� - ' ` : ' , < " ,Y i I'il�.� 1 6_ E i' .'i , .; �, s �' , ,'„"'. • �sy ... ;; *J f y;' T�'� � 9� {..; '.S� .: �� • � ; -Ir • i. !J . � �[ e..N {�se r '� r �� j' + z ->.+t r� � «; � � ..:F y '� r t ti 1 .. ♦ •• � - » i.•' 1 �`� •_ J•a - . . ,fr .=a„� _ 4, a � j �� _ , 't':�^L , '�c f ' � �' 4 •;'yw�r;v t ,q •'�•�- �� t •�• 7;L'� • ji#j�'�' v ��r� }� «�'��" r � �� -4 '++mil+��•t 40 do LT �,"� •�?� i» �\ sJ ��-A�S �'' t ti � �� ." "aL f, . "• w •ry � _.� ��ei�`'�� ~ i �� ` e � . , � !z•' +' � • �,. } , :�� _ Wit.. �� « � •; «s,.��-��,_ '��-� * ,�• , s sr+ l ' �„r, . ` � Y' a a y', ILttiro� '•' b .v. ,�� « _. ��,qk'• :3a ..two'.»" :,, � .z t�»IJI � � ^"'�� r �' �'...y.4� `.�� ,••.; a s►.(rJ+. « i� •+t.: '4 r ` ,'" ` w "-'• M �•;�_'• '�,�. - ♦��:"••,=s __.SS�=.yL � i• �'..' �. S1�;s �j NzT`.[-f,F„YV`,• _{• .s<� yt;� � � � '">r' � : t .��,« a ' I�r y,�r1E+ �• r.'�Js S,� -tip �_� ' �►. .a'r � . � 1 •r� • :� .' • �., J'� !s 7 • j:,r�', 4 i �r,•C«w �'r . � � f••,;r.. � +dl �/.' ^.r'ti.` �• •�'�, '"' _�/•� >' _FL ,y _ •`r�. ' " � �. !'• { t '�� i.� 7 ./; ,•�f . rt ,,•,moi.«•. �� • . • �'yl �. a _ ' � • It '�'• - +• +`'f,�t'� �i• `t �; � r•' `~ �� •t+c'' <•,�i' J� �• k" �rSr•' •� ii � �, "l,�•_ ,�•• �i.r �� ."# o :'� j ,,,., •J ti fy.h�r'-• ��':{_i'4"` t - ;"J�s" �s '.+7iJ1 : l �'k �J` •Y '>:.- ••�, _ �l ' _ rt Mir; .'tii'* �• �at ��I'� � '�. +. .* •"'fL,'•.. , y7> '� �'��iy,_Y�µ �i'-" �s � » �� •►, 1 �., '•�»'' (ice, w _ rt � a ��~ ;: '"• `AArrii+�'� s' 't .(ii��,�' "'� .�#[a` « �j i{ 1. 's { . � .•' � - '� 'i• • :�. y%« ,r•� :.' 1 a� " � 4 f _ � ♦ fir�./' . » ' �•• •� •k� '� v � 1� a` a"•S'►`'• r �. tom. - - L�, K-•• �T- ''�a r s ,��.„a�'j .R .•I` 1 �' , .'4, �I"• �: r t�::r r.r"'iii» ' 4 R' w • st �. r! L �, >ai , s;4.•t e i �+/l '��.,, �. J « The MONTICELLO SENIOR CENTER invites you to CELEBRfITE ELLO sENioR cF �rF ° �P C SUNDAY BREAKFAST KIM -NOON • Dad's Belgian Waffles • Sausage • Juice, Milk & Coffee ADVANCE SALE TICKETS are available at the Senior Center $7.00* Ages 13+ ($8 at the DOOR) $4.00 Ages 5-12 FREE Under age 5 IV fed of the Senior Center from the last 50 years! 1:30PM Program starts at 2pm. Refreshments will be served. Prize Drawings! All events are held in the Monticello Community Center: ALL AGES WELCOME! V N -F oZLLL�.� will be performing in the Mississippi Room from 1-Z:30PM Build your own Sundaes, Coffee & Lemonade!