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02-28-11 CCCLAIMS LIST CITY COUNCIL MEETING FEBRUARY 28, 2011 TO: Tami Loff ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the check detail registers. CLAIMS REGISTER 02-23-2011 $ 163,049.69 Check # 49807 - 49850 02-23-2011 $ (110.00) Voided Check # 49610 PAYROLL 02-23-2011 $ 33,321.40 ELECTRONIC PYMTS FOR FEBRUARY: Bldg Permit Surcharge $ 1,275.75 Qwest $ 275.76 Centerpoint Energy $ 5,698.98 Dept. of Revenue -Fuel Tax $ 593.73 Jan -Fuel Tax $ 503.53 Feb Dept. of Revenue -Sales Tax $ 445.00 Elk River Utilities $ 2,034.16 Wright -Hennepin $ 14,331.80 Delta Dental $ 1.187.56 Total $ 26,346.27 GRAND TOTAL $ 222,607.36 If you have any questions or if you would like to review this list further, please let me know. Sue Frisch Bookkeeper CITY OF OTSEGO 02/23/11 3:17 PM Page 1 *Check Summary Register@ FEBRUARY 2011 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 049807 CENTRAL BANK 2/15/2011 $43,358.85 DMC - MASON AVE ESCROW REFUND Paid Chk# 049808 KRISTA BEAN 2/15/2011 $110.00 REPLACES CHECK #49610 Paid Chk# 049809 VERIZON WIRELESS 2/15/2011 $97.22 LAP TOP SERVICE Paid Chk# 049810 ADAM'S PEST CONTROL INC 2/23/2011 $84.43 QUARTERLY SERVICE Paid Chk# 049811 AFFORDABLE SANITATION 2/23/2011 $322.85 JAN PORTA RENTALS Paid Chk# 049812 FLEX ONE - AFLAC 2/23/2011 $50.00 FEB FLEX FEES Paid Chk# 049813 AFLAC 2/23/2011 $1,465.52 SUPPLEMENTAL INSURANCE Paid Chk# 049814 ALLIANCE BENEFIT GROUP HSA 2/23/2011 $511.56 PPE 2/19/11 CH DTD 2/23/11 Paid Chk# 049815 ATSSA 2/23/2011 $120.00 RICK KNUTSON - 3/15 & 3/16 WOR Paid Chk# 049816 CITY OF OTSEGO 2/23/2011 $639.71 5850 RANDOLPH - EAST WWTF Paid Chk# 049817 CIVIC SYSTEMS, LLC 2/23/2011 $500.00 PSN INTEGRATION TO UB Paid Chk# 049818 COURI MACARTHUR LAW OFFIC 2/23/2011 $9,832.00 WATER TOWER #3 Paid Chk# 049819 CRABTREE COMPANIES, INC. 2/23/2011 $2,648.92 LASERFICHE LICENSING FEES Paid Chk# 049820 DASCOM SYSTEM GROUP, INC 2/23/2011 $336.66 SERVICE CALL - SOUND SYSTEM Paid Chk# 049821 ELK RIVER PRINTING 2/23/2011 $117.56 BLDG DEPT LETTERHEAD Paid Chk# 049822 FARM PLAN 2/23/2011 $722.11 JD CHAINS Paid Chk# 049823 G & K TEXTILE LEASING SYSTE 2/23/2011 $502.23 UNIFORMS & MATS Paid Chk# 049824 GODFATHER'S PIZZA 2/23/2011 $40.86 MEAL FOR CC WKSHP Paid Chk# 049825 GOPHER STATE ONE -CALL INC 2/23/2011 $160.90 LOCATE TICKETS Paid Chk# 049826 HAKANSON ANDERSON ASSOC 2/23/2011 $20,421.70 GIS INFORMATION Paid Chk# 049827 HEALTH PARTNERS 2/23/2011 $6,210.90 MARCH MEDICAL Paid Chk# 049828 HOTSY EQUIPMENT OF MINNES 2/23/2011 $209.38 OPERATING SUPPLIES 'aid Chk# 049829 ICMA RETIREMENT TRUST 2/23/2011 $1,070.93 PLAN #3041.85 Paid Chk# 049830 KIM WELTER 2/23/2011 $1,000.00 SPRING 2011 NEWSLETTER Paid Chk# 049831 MAMA 2/23/2011 $45.00 2011 MEMBERSHIP DUES Paid Chk# 049832 MENARDS 2/23/2011 $27.77 PUSH BROOMS Paid Chk# 049833 METRO WEST INSPECTION SVC 2/23/2011 $7,100.00 BLDG INSP SVCS - 142 HRS Paid Chk# 049834 MN DEPARTMENT OF HEALTH - 2/23/2011 $3,693.00 1 ST QTR WATER SUPPLY CONN FEE Paid Chk# 049835 NEXTEL COMMUNICATIONS 2/23/2011 $420.56 CELL PHONES Paid Chk# 049836 OFFICEMAX - A BOISE CO 2/23/2011 $146.35 OFFICE SUPPLIES Paid Chk# 049837 PEOPLE SERVICE INC. 2/23/2011 $45,806.00 MONTHLY SERVICE - MAR Paid Chk# 049838 PUBLIC EMPLOYEES RETIREME 2/23/2011 $4,010.82 #677600 PPE 2/23/11 Paid Chk# 049839 RANDY'S SANITATION 2/23/2011 $245.01 13400 90TH AVE Paid Chk# 049840 RICOH AMERICAS CORPORATIO 2/23/2011 $304.65 WIDE FORMAT PRINTER Paid Chk# 049841 RICOH AMERICAS CORPORATIO 2/23/2011 $379.43 RICOH COPIER LEASE Paid Chk# 049842 STANDARD INSURANCE CO 2/23/2011 $717.95 #150697 MAR LIFE INS Paid Chk# 049843 TERMINAL SUPPLY CO 2/23/2011 $207.39 DISCONNECTS, TAPE Paid Chk# 049844 THUL SPECIALY CONTRACTING 2/23/2011 $1,700.00 MANHOLE REPAIR @ 11.893 - 74TH Paid Chk# 049845 TRYCO LEASING INC. 2/23/2011 $57.55 ESTUDIO 282 COPIER Paid Chk# 049846 US INTERNET 2/23/2011 $51.25 SECURENCE - MAR Paid Chk# 049847 WRIGHT COUNTY AUDITOR -TRE 2/23/2011 $586.05 SPEC ASSESSMENT CONTRACT 2011 Paid Chk# 049848 WRIGHT COUNTY AUDITOR -TRE 2/23/2011 $909.07 JAN FINE/FEE DISB Paid Chk# 049849 XCEL ENERGY 2/23/2011 $1,362.06 16575 61 ST - WT #3 Paid Chk# 049850 XCEL ENERGY 2/23/2011 $4,745.49 17388 52ND ST Total Checks $163,049.69 FILTER: None CITY OF OTSEGO 02/23/11 3:18 PM Page 1 *Check Detail Register© FEBRUARY 2011 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 049807 2/15/2011 CENTRAL BANK G 701-21854 Mason Ave Entrance/t lanes $43,358.85 701-21854 DMC - MASON AVE ESCROW REFUND Total CENTRAL BANK $43,358.85 Paid Chk# 049808 2%15/2011 KRISTA BEAN E101-45250-100 Wages and Salaries (GENERAL) $110.00 REPLACES CHECK #49610 Total KRISTA BEAN $110.00 Paid Chk# 049809 2/15/2011 VERIZON WIRELESS E 101-43100-320 Telephone $97.22 2525865179 LAP TOP SERVICE Total VERIZON WIRELESS $97.22 Paid Chk# 049810 2/23/2011 ADAM'S PEST CONTROL INC E 101-41940-390 Contracted Services $84.43 626432 QUARTERLY SERVICE Total ADAM'S PEST CONTROL INC $84.43 Paid Chk# 049811 2/23/2011 AFFORDABLE SANITATION E101-45200-410 Rentals (GENERAL) $322.85 9509 JAN PORTA RENTALS Total AFFORDABLE SANITATION $322.85 Paid Chk# 049812 2/23/20111—AFLAC-FLEX ONE E 101-41400-390 Contracted Services $50.00 571970ER FEB FLEX FEES Total AFLAC -FLEX ONE $50.00 Paid Chk# 04981.3 2/23/2011 AFLAC -INSURANCE G 101-21706 Hospitalization/Medical Ins $1,465.52 8315 SUPPLEMENTAL INSURANCE Total AFLAC -INSURANCE $1,465.52 Paid Chk# 049814 2/23/2011 ALLIANCE BENEFIT GROUP G 101-21706 Hospitalization/Medical Ins $511.56 PPE 2/19/11 CH DTD 2/23/11 Total ALLIANCE BENEFIT GROUP $511.56 Paid Chk# 049815 2/23/2011 ATSSA E 101-43100-360 Education/Training/Conferences $120.00 RICK KNUTSON - 3/15 & 3/16 WORKSHOP Total ATSSA $120.00 � Paid Chk# 049816 2/23/2011 CITY OF OTSEGO E 101-45200-322 Utilities $6.41 6480 MASON - IRRIG E 602-49450-322 Utilities $160.63 5850 RANDOLPH - EAST WWTF E 602-49450-322 Utilities $427.80 7551 LANCASTER -WEST WWTF E 602-49450-322 Utilities $6.41 7551 LANCASTER -WEST WWTF E 602-49450-322 Utilities $6.41 7551 LANCASTER -WEST WWTF E 101-45200-322 Utilities $6.41 15501 83RD - IRRIG E 101-45200-322 Utilities $6.41 10400 71 ST - IRRIG E 10145200-322 Utilities $6.41 11313 77TH - IRRIG E 101-45200-322 Utilities $6.41 5400 RANDOLPH - IRRIG E 602-49450-322 Utilities $6.41 7551 LANCASTER -WEST WWTF Total CITY OF OTSEGO $639.71 Paid Chk# 049817 2/23/2011 CIVIC SYSTEMS, LLC E 602-49450-390 Contracted Services $250.00 CVC8104 PSN INTEGRATION TO UB E 601-49400-390 Contracted Services $250.00 CVC8104 PSN INTEGRATION TO UB Total CIVIC SYSTEMS, LLC $500.00 Paid Chk# n049818 2/23/2011mCOURT MACARTHUR LAW OFFICE E101-41700-301 Legal Services $2,584.00 WATERFRONT EAST E 601-49400-301 Legal Services $145.00 WATER TOWER #3 CITY OF OTSEGO 02/23/11 3:18 PM Page 2 *Check Detail Register© FEBRUARY 2011 Paid Chk# 049819 2/23/2011 CRABTREE COMPANIES, INC. E 101-41400-390 Contracted Services Check Amt Invoice Comment E 203-45210-301 Legal Services $266.00 OTSEGO BIKE TRAIL G 701-22431 PLEASANT CRK 4TH $136.00 PLEASANT CREEK 4 E 403-43100-301 Legal Services $580.00 70TH STREET E 101-41700-301 Legal Services $72.50 BONDING E 101-41700-301 Legal Services $377.00 COUNTY SW ORD E 101-41700-301 Legal Services $928.00 CSAH 42 ASSESSMENTS E 101-41700-301 Legal Services $870.00 ELK RIVER FIRE CONTRACT E 101-41700-301 Legal Services $3,018.00 GENERAL E 101-41700-301 Legal Services $85,00 GEN'L RIVERWOOD NAT'L E 203-45210-301 Legal Services $145.00 OTSEGO BIKE TRAIL E 101-41700-301 Legal Services $51.00 DMC MASON AVE PAYOUT G 701-22353 PLFRM ORRIN THOMP $272.00 PLEASANT CREEK 2 G 701-22431 PLEASANT CRK 4TH $85.00 PLEASANT CREEK 4 E 208-45210-301 Legal Services $72.50 SPLASH PAD E 101-41700-301 Legal Services $145.00 HOSPITAL DISTRICT Total COURI MACARTHUR LAW OFFICE $9,832.00 1043639374 Paid Chk# 049819 2/23/2011 CRABTREE COMPANIES, INC. E 101-41400-390 Contracted Services $2,648.92 101200 LASERFICHE LICENSING FEES Total CRABTREE COMPANIES, INC. $2,648.92 WILDFLOWER MEADOWS 2 E 101-41560-302 Paid Chk# 049820 2/23/2011 DASCOM SYSTEM GROUP, INC 27719 MSAA E101-41940-400 Repairs & Maint - Cont $336.66 S002211 SERVICE CALL - SOUND SYSTEM Total DASCOM SYSTEM GROUP, INC $336.66 27722 OTSEGO NPDES PHASE II PaidChk# 049821-2/23/201 1ELK RIVER PRINTING & PARTY PLU $2,903.49 ^� E 250-42410-350 Print/Binding (GENERAL) $117.56 30437 BLDG DEPT LETTERHEAD Total ELK RIVER PRINTING & PARTY PLU $117.56 YPaid Chk# 049822 2/23/2011 FARM PLAN � �_ ___� E 101-43100-240 Small Tools/Equipment $722.11 1066275 JD CHAINS Total FARM PLAN $722.11 Paid Chk# 049823 2/23/2011 G & K TEXTILE LEASING SYSTEM _m.dv E 101-43100-225 Uniforms/Clothing Allowance $41.84 1043634655 UNIFORMS & MATS E 101-43100-225 Uniforms/Clothing Allowance $99.42 1043639374 UNIFORMS & MATS E 101-41940-390 Contracted Services $125.28 1043639375 MATS E 101-43100-225 Uniforms/Clothing Allowance $41.84 1043644096 UNIFORMS & MATS E 101-43100-225 Uniforms/Clothing Allowance $68.00 1043648827 UNIFORMS & MATS E 101-41940-390 Contracted Services $125.85 1043648828 MATS Total G & K TEXTILE LEASING SYSTEM $502.23 Paid Chk# (049824 2/23/2011 GODFATHER'S PIZZA E 101-41400-310 Miscellaneous $40.86 MEAL FOR CC WKSHP Total GODFATHER'S PIZZA $40.86 Paid Chk#049825 2/23/2011 GOPHER STATE ONE -CALL INC E 250-42410-310 Miscellaneous $100.00 4161 2011 ANNUAL FEE E 250-42410-310 Miscellaneous $60.90 6062 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $160.90 Paid Chk# 049826 2/23/2011 HAKANSON ANDERSON ASSOC INC G 701-22426 FIN PLAT ARBOR CRK 3 $41.25 27717 ARBOR CREEK 3 E 101-41560-302 Engineering Fees $240.00 27718 WILDFLOWER MEADOWS 2 E 101-41560-302 Engineering Fees $2,786.40 27719 MSAA E 101-41560-302 Engineering Fees $885.65 27721 WETLANDS CONS ACT 1991 E 222-49490-302 Engineering Fees $800.00 27722 OTSEGO NPDES PHASE II E 408-43100-302 Engineering Fees $2,903.49 27723 OTSEGO CRK RESTORATION PROJECT CITY OF OTSEGO 02/23/11 3:18 PM Page 3 *Check Detail Register© FEBRUARY 2011 Paid Chk# 049827 2/23/2011 HEALTH PARTNERS E 101-41400-123 Health $910.00 Check Amt Invoice Comment E 602-49450-302 Engineering Fees $52.00 27724 EAST WWTF IND SW PERMIT E 208-45210-302 Engineering Fees $50.00 27725 CITY PARK - WILSON PROP E 101-41560-302 Engineering Fees $315.30 27727 PUBLIC WORKS E 101-41560-302 Engineering Fees $1,180.90 27728 STAFF MEETINGS E 480-43100-302 Engineering Fees $350.00 27729 ALBERTVILLE/OTSEGO ISSUES E 222-49490-391 GIS Services $231.00 27731 GIS INFORMATION E 601-49400-391 GIS Services $291.18 27731 GIS INFORMATION E 602-49450-391 GIS Services $522.18 27731 GIS INFORMATION E 101-41400-391 GIS Services $2,311.00 27731 GIS INFORMATION E 403-43100-302 Engineering Fees $743.38 27732 85TH ST ROW ACQUISITION E 101-41560-302 Engineering Fees $2,258.10 27733 MISC ENG E 601-49400-302 Engineering Fees $375.00 27733 MISC W/S E 602-49450-302 Engineering Fees $335.00 27733 MISC W/S E 250-42410-302 Engineering Fees $150.00 27733 MISC PERMITS E 101-41400-348 Maps $3,599.87 27734 GOPHER ONE CALL MAPS Total HAKANSON ANDERSON ASSOC INC $20,421.70 Paid Chk# 049827 2/23/2011 HEALTH PARTNERS E 101-41400-123 Health $910.00 36841563 MARCH MEDICAL E 250-42410-123 Health $1,086.20 36841563 MARCH MEDICAL E 101-43100-123 Health $3,201.20 36841563 MARCH MEDICAL E 101-41600-123 Health $1,013.50 36841563 MARCH MEDICAL $1,070.93 Total HEALTH PARTNERS $6,210.90 2/223/2011 KIM WELTER $136.72 184430382-03 CELL PHONES 'aid Chk# 049828 2/23/2011 HOTSY EQUIPMENT OF MINNESOTA�� E101-43100-220 Repair/Maint Supply (GENERAL) $209.38 37165 OPERATING SUPPLIES Total HOTSY EQUIPMENT OF MINNESOTA $209.38 E 250-42410-390 Paid Chk# 049829 2/23/2011 ICMA RETIREMENT TRUST Total METRO WEST INSPECTION SVC INC. E 101-41400-121 PERA $280.93 PPE 2/23/11 PLAN #304185 G 101-21705 Other Retirement $790.00 PPE 2/23/11 PLAN #304185 Total ICMA RETIREMENT TRUST $1,070.93 2/223/2011 NEXTEL COMMUNICATIONS Paid Chk# 049830 2/223/2011 KIM WELTER $136.72 184430382-03 CELL PHONES E 101-43100-320 E 101-41400-347 Newsletter $1,000.00 SPRING 2011 NEWSLETTER Total KIM WELTER $1,000.00 Paid Chk# 049831 2/23/2011 MAMA E101-41400-355 Dues & Memberships $45.00 465 2011 MEMBERSHIP DUES Total MAMA $45.00 Paid Chk# 049832 2/23/2011 MENARDS E 101-43100-240 Small Tools/Equipment $27.77 34857 PUSH BROOMS Total MENARDS $27.77 Paid Chk# 049833 2/23/22011 METRO WEST INSPECTION SVC INC. E 250-42410-390 Contracted Services $7,100.00 BLDG INSP SVCS - 142 HRS Total METRO WEST INSPECTION SVC INC. $7,100.00 Paid Chk# 049834 2/23/2011 MN DEPARTMENT OF HEALTH - WATE E 601-49400-375 WATER TEST FEE $3,693.00 1ST QTR WATER SUPPLY CONN FEE otal MN DEPARTMENT OF HEALTH - WATE $3,693.00 Paid Chk# 049835 2/223/2011 NEXTEL COMMUNICATIONS E 250-42410-320 Telephone $136.72 184430382-03 CELL PHONES E 101-43100-320 Telephone $283.84 184430382-03 CELL PHONES Total NEXTEL COMMUNICATIONS $420.56 CITY OF OTSEGO 02/23/11 3:18 PM Page 4 *Check Detail Register© FEBRUARY 2011 Check Amt Invoice Comment -Paid Chk# 049836 W�2/23%2011 OFFICEMAX E101-41400-201 Office Supplies and Expenses $146.35 629423 OFFICE SUPPLIES PERA Total OFFICEMAX $146.35 Paid Chk# 049837 2/23/2011 PEOPLE SERVICE INC. E 101-41600-121 E 602-49450-390 Contracted Services $31,560.33 17439 MONTHLY SERVICE - MAR E 601-49400-390 Contracted Services $14,245.67 17439 MONTHLY SERVICE - MAR EMPLOYEES RETIREMENT FD Total PEOPLE SERVICE INC. $45,806.00 Paid Chk# 049838 --2/:N/-2011 2/23/2011 PUBLIC EMPLOYEES RETIREMENT FD E 601-49400-121 PERA E 250-42410-121 PERA E 101-43100-121 PERA E 602-49450-121 PERA E 101-41600-121 PERA E 10141400-121 PERA G 101-21704 PERA #677600 3tal PUBLIC EMPLOYEES RETIREMENT FD $51.33 #677600 PPE 2/23/11 $181.80 #677600 PPE 2/23/11 $1,100.41 #677600 PPE 2/23/11 $51.33 #677600 PPE 2/23/11 $509.64 #677600 PPE 2/23/11 $259.43 #677600 PPE 2/23/11 $1,856.88 #677600 PPE 2/23/11 $4,010.82 Paid Chk# 049839 2/23/2011 RANDY'S SANITATION E 101-41,940-325 Garbage Service $128.89 8899 NASHUA AVE E 101-43100-325 Garbage Service $116.12 _ 13400 90TH AVE E 101-41400-130 Total RANDY'S SANITATION $245.01 Employer Paid Ins (GENERAL) 'aid Chk# 049840 2/23/2011 RICOH AMERICAS CORP RATION Paid Chk# 049845 E 250-42410-410 Rentals (GENERAL) $304.65 12747889 WIDE FORMAT PRINTER Total RICOH AMERICAS CORPORATION $304.65 $57.55 Paid Chk# 049841 2/23/2011 RICOH AMERICAS CORPORATION E101-41400-413 Office Equipment Rentals $379.43 12747888 RICOH COPIER LEASE Total RICOH AMERICAS CORPORATION $379.43 Paid Chk# 049842 2/23/2011 STANDARD INSURANCE CO E 101-41600-130 Employer Paid Ins (GENERAL) E 602-49450-130 Employer Paid Ins (GENERAL) E 601-49400-130 Employer Paid Ins (GENERAL) E 101-43100-130 Employer Paid Ins (GENERAL) E 101-41400-130 Employer Paid Ins (GENERAL) E 250-42410-130 Employer Paid Ins (GENERAL) Total STANDARD INSURANCE CO $143.22 #150697 MAR LIFE INS $12.40 #150697 MAR LIFE INS $12.41 #150697 MAR LIFE INS $319.68 #150697 MAR LIFE INS $128.79 #150697 MAR LIFE INS $101.45 #150697 MAR LIFE INS $717.95 Paid Chk# 049843 2/23/2011 TERMINAL SUPPLY CO, INC. E101-43100-220 Repair/Maint Supply (GENERAL) $158.19 24273-00 DISCONNECTS, TAPE E 101-43100-210 Operating Supplies (GENERAL) $49.20 24273-00 WEATHER PK PIGTAIL KIT Total TERMINAL SUPPLY CO, INC. $207.39 Paid Chk# 049844 2/23/2011 THUL SPECIALY CONTRACTING INC. E 60249450-400 Repairs & Maint - Cont $850.00 1340 MANHOLD REPAIR @ 17055 - 56TH E 602-49450-400 Repairs & Maint - Cont $850.00 1341 MANHOLE REPAIR @ 11893 - 74TH Total THUL SPECIALY CONTRACTING INC. $1,700.00 Paid Chk# 049845 2/23/2011 TRYCO LEASING INC. E 101-43100-413 Office Equipment Rentals $57.55 5295 ESTUDIO 282 COPIER Total TRYCO LEASING INC. $57.55 Paid Chk# 049846 2/23/2011 US INTERNET E 101-41400-390 Contracted Services $51.25 923688 SECURENCE - MAR Total US INTERNET $51.25 CITY OF OTSEGO 02/23/11 3:18 PM Page 5 *Check Detail Register© FEBRUARY 2011 Check Amt Invoice Comment Paid Chk# 049847 2/23/2011 WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-390 Contracted Services $586.05 SA -2011 SPEC ASSESSMENT CONTRACT 2011 tal WRIGHT COUNTY AUDITOR -TREASURE $586.05 aPaid hk# 049848 2/23/2011 WRIGHT COUNTY AUDITOR -TREASURE E 1.01-42100-390 Contracted Services $909.07 JAN FINE/FEE DISB tal WRIGHT COUNTY AUDITOR -TREASURE $909.07 Paid Chk# 0498492/23/2011 XCEL ENERGY E 601-49400-322 Utilities $1,109.98 5740 RANDOLPH - WELL #8 E 101-43160-322 Utilities $27.81 16501 53RD - ST LIGHT E 601-49400-322 Utilities $224.27 16575 61ST - WT #3 Total XCEL ENERGY $1,362.06 Paid Chk#-049850 2/23/2011 XCEL ENERGY E 601-49400-322 Utilities $806.72 5750 RANDOLPH -WELL #3 E 602-49450-322 Utilities $113.17 16935 56TH CT E 602-49450-322 Utilities $3,757.46 5850 RANDOLPH E 602-49450-322 Utilities $68.14 17388 52ND ST 480 194/CSAH 37/19 & Kadler Total XCEL ENERGY $4,745.49 $21,204.56 602 SEWER FUND 10100 BANK OF ELK RIVER $163,049.69 $43,893.10 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $43,441.71 203 PARK DEVELOPMENT $411.00 208 COMMUNITY FACILITIES FUND $122.50 222 Citywide Stormwater(NPDES II) $1,031.00 250 Comm. Dev. & Bldg Safety $9,339.28 403 COLLECTOR RDS (FORMERLY MSA) $1,323.38 408 Otsego Creek Watershed $2,903.49 480 194/CSAH 37/19 & Kadler $350.00 601 WATER FUND $21,204.56 602 SEWER FUND $39,029.67 701 DEVELOPMENT ESCROWS FUND $43,893.10 $163,049.69 ITEM 5-2 TPC3601 Thurston Avenue N, Suite 100 -- - - - — Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@131anningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 18 February 2011 RE: Otsego — City Code; Firearm Definition TPC FILE: 101.01 — 11.05 BACKGROUND City staff recently encountered question as to whether the prohibition of the use of firearms within the No Discharge Zone includes archery equipment. ANALYSIS The Firearms Ordinance was adopted in 1995 and has been interpreted and enforced to include archery equipment within the definition of firearms subject to the regulations. Furthermore, the listing of permitted discharges within the No Discharge Zone specifically references bow/arrow target practice and archery hunting by administrative permit in Sections 5-2-3.1 and L, respectively. Use of archery equipment may also be allowed as part of a special hunting season approved by the City Council as provided for by Section 5-2-3.J of the City Code. In order to provide further clarity as to the intent of the Firearms Ordinance, City staff is recommending the following amendment of the definition of a "firearm" to include specific reference to archery equipment, which is separately defined in Section 5-2-2 of the City Code: Firearm: Any device from which may be fired or ejected, one (1) or more solid projectiles by means of a cartridge or shell or by the action of an explosive substance; or for which the propelling force is a spring, elastic band, carbon dioxide, air or other gas or vapor and including archery equipment. RECOMMENDATION City staff recommends approval of Ordinance 2011-05 amending the City Code specifically defining archery equipment as a firearm under the Firearms Ordinance. POSSIBLE ACTIONS A. Motion to approve Ordinance 2011-05. B. Motion to table. C. Mike Robertson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney 2 ORDINANCE NO.: 2011-05 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING . THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 5-2-2 of the City Code is hereby amended to revise the following definition to read as follows Firearm: Any device from which may be fired or ejected, one (1) or more solid projectiles by means of a cartridge or shell or by the action of an explosive substance; or for which the propelling force is a spring, elastic band, carbon dioxide, air or other gas or vapor and including archery equipment. Section 2. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 1 ADOPTED by the City Council of the City of Otsego this 28th day of February, 2011. ATTEST: Tami Loff, City Clerk 0A CITY OF OTSEGO m Jessica Stockamp, Mayor STATEMENT DARREL FARR DEVELOPMENT CORP. 4200 40TH AVE N, APT #527 DATE: 2/23/11 ROBBINSDALE, MN 55422-2298 PROJECT: PLEASANT CREEK FARMS 1- 4 DATE I DESCRIPTION I RECEIVED I EXPENDED I BAL DUE PLEASANT CREEK 1 #701-22344 BALANCE FORWARD PLEASANT CREEK 2 #701-22353 BALANCE FORWARD 1/27/2011 COURI MACARTHUR PLEASANT CREEK 3 #701-22409 BALANCE FORWARD CC: CONSTRUCTION MORTGAGE INVESTORS CO. ATTN: JAMES R. GAGNE PO BOX 40 EXCELSIOR, MN 55331 CC: BRUTLAG, HARTMANN & TRUCKE, P.A. ATTN: MICHAEL L. BRUTLAG - ATTORNEY AT LAW 3555 PLYMOUTH BLVD, SUITE 117 MINNEAPOLIS, MN 55447 2,803.55 (8,294.38) 272.00 (8,022.38) (8,535.78) ACCOUNT BALANCE: (13,754.61) THIS IS A STATEMENT OF YOUR ACCOUNT WITH THE CITY OF OTSEGO. IF A BALANCE IS DUE, PLEASE REMIT PAYMENT TO THE ADDRESS ABOVE. Michael L. Brutlag* John T. Hartmann Ryan J. Trucket Matthew R. Doherty** Jody L. Peterson* *Also admitted in Wisconsin tAlso admitted in Iowa **Also admitted in North Dakota BRUTLAG, HARTMANN & TRUCKE, PA.:: Attorneys at Law 3555 Plymouth Boulevard Suite 117 Minneapolis, MN 55447-1399 January 7, 2011 Telephone: (763) 222-2500 FAX: (763) 222-2501 Michael L. Brutlag (763) 222-2503 mbrutiag@brutlaw.com BY CERTIFIED MAIL—RETURN RECEIPT REQUESTED City of Otsego Attn: Michael Robertson 8899 Nashua Ave. NE Otsego, MN 55330 RE: Construction Mortgage Investors Co. v. Darrel A. Farr Development Corp., et al. Court File No.: 27 -CV -07-13740 Our File No.: 2301-85 Dear Mr. Robertson: Our law firm represents Construction Mortgage Investors Co. ("CMIC"), the holder of a judgment against Darrell A. Farr Development Corp. ("Farr"). CMIC has been receiving statements from the City showing that the City is holding funds in escrow for Farr in connection with the development of Pleasant Creek Farms 1-4. The most recent statement, dated December 17, 2010, shows that balances remain in escrow for Pleasant Creek 2 in the sum of $8,294.38 and for Pleasant Creek 3 in the sum of $8,535.78. Since CMIC completed the development work on these two phases, it is our understanding that there can be no further draws against the escrowed sums. Employees of CMIC and City officials have worked together in a cooperative manner in an attempt to resolve the issues associated with Farr's default. CMIC appreciates the cooperation that has been extended by the City during the course of this process. Since Farr owes CMIC a great deal of money, CMIC wishes to take the steps necessary to preserve its right to receive any funds due to Farr from the City. CMIC is serving the enclosed Garnishment Summons and Garnishment Disclosure together with our check in the sum of $15.00 for the required garnishment fee upon the City in order to preserve CMIC's rights to any unused sums remaining in escrow. If our understanding of the status of the escrow accounts is correct, we would expect that you will return the Garnishment Disclosure confirming that the sums in escrow for Phases 2 and 3 are due to Farr and are Letter to City of Otsego January 7, 2011 Page 2 of 2 therefore being retained for payment to CMIC. We realize that further work remains to be completed on Pleasant Creek Farms 4`h Addition and therefore, do not expect that you will disclose that sums are due in connection with that particular escrow. If you have any questions concerning the garnishment, please feel free to contact me. EMichael iBtlag Ph MLB/jbb Enclosures cc: Jim Gagne ITEM 7_1 CITY OF OTSEGO REQUEST FOR COUNCIL ACTION February 28, 2011 ITEM NUMBER: ITEM DESCRIPTION: PREPARED BY: 7.1 2011 Instrumentation and Control Service agreement Kurt Neidermeier BACKGROUND An Instrumentation and Control Service securing Emergency and General Control Services for the Utility System is prepared for 2011. The agreement is "an hourly plus expenses basis not to exceed $15000"; an increase from the $14,500 2010 agreement. The contract was tabled at the 14 February 2011 City Council meeting for additional discussion by the Public Works Subcommittee. The Public Works Subcommittee discussed the proposed contract and scope of services at its meeting on 23 February 2011. The proposed contract has been reviewed by the City Attorney. STAFF RECOMMENDATION City staff recommends approval of the contract with AE2S. POSSIBLE ACTIONS Motion to approve the contract with AE2S as presented. 2. Motion to table. Financial Impact: $15,000 1 Budgeted: Yes Source: Water and Sewer Operating Fund M- OWN wwW.ae2r=;.b*bm Jarivary-21, 2011 Kurt Neidernieler Peoplff Service Inc.. 5850 Randolph Ave NE. Otsego, MN 55374 RE: Proposal for I&C Services forWaterand Wastewater Control Systems City of Otsego, Minhbsota 9 Dear Mr. Neidermeler.: Thank you for this opprtuh!t�.. to provide this professional services proposal for the Otsego Wastewater'Treatment . Facilities (VVWTF), and the treated water systems. As you requested., we have prepared this pe6pbsal to provide Emergency and General Instrumentplion'.arid Control (I&C) services; We propose to complete the foll6wing'items under this proposal: Proposed Scope of Services ly Emergbncy Instrumentation and Control (I&C)Sorvices AE28 proposes to: provide I&C.services in response to emergency and/or urgent situations that require immediate response and resolution. Emergency I&Q Services include: 1) Prompt response 6 service calls.. 2) Immediate resolution of problem, When feasible, including documentation of the se ' rvice. performed, resolution, and recommended subsequent follow-up. 3) Resolution within a reasonable mutually acceptable timeframe, when an immediate solution is not feasible. 4 Identification of problems for future resolution. 2) General Instrumentation and Control (I&C) Services. AE28 proposes to provide General I&C Services to implement minor control system improvements atthe request of the City, and also to resolve issues that afte4hat do not require immedWo.retbluffon Items that are identified to be serviced under General I&C Services rvioes wIjj be prioritized., scheduled, uled, and resolved within 6 reasonable timefta me, to be determined . between AE26 and the OWNER. Upon the completion of each Emergency or General I&C Services task, AE2S will provide a written serviceteport that explains in detail the type of services performed, any materials that were used to complete the task, and the time and expenses incurred In order to complete the task. Engineering Advanced Eii-gincering and Environmental Services., Inc. 6901 East Fish La . ke Aoad;S&'e" 184 - Water Tower Place Business Center * Maple Grove, MN .55389-5457 OWNER Responsibilities OWNER will be responsible for the following: 1. Designate a contact person to act as OWNER's representative with respect to the professional services to be rendered with complete authority to transmit instructions, receive information, and interpret and define the OWNER'S policies and decisions with respect to professional engineering services. 2. Provide access to the various facilities in order to complete the proposed services. Proposed Professional Fees 1) Emergency I&C Services AE2S proposes to provide Emergency I&C Services on an as needed basis and consistent with the Scope of Services outlined above on an hourly plus expenses basis, consistent with the conditions of the 2011 AE2S Hourly Fee and Expenses Schedule included as Exhibit A. 2) General I&C Services AE2S proposes to provide General 1&C Services consistent with the Scope of Services outlined above on an hourly plus expenses basis not to exceed $15,000.00, consistent with the conditions of the 2011 AE2S Hourly Fee and Expenses Schedule. Professional fees do not include equipment, materials, or outside electrical services required for completion of I&C services. We propose to provide the above professional engineering services in accordance with the standard terms and conditions (Exhibit B). Acceptance Should this proposal satisfactorily establish the scope of services desired by the City of Otsego and you approve the fees/terms/conditions, please sign and date both copies of this proposal in the space provided. Please retain one (1) copy for your records and return the other to AE2S. Acceptance of this proposal will serve as our notice to proceed and the work will be scheduled upon receipt. 'Thank you. again for the opportunity to provide professional services to the City. of Otsego. We lbok forward to working with you, and we are confident our experience and. expertise will provide value to your municipality. Sincerely, AE2S Grant L. Meyer, PE Operations Manager, AE2S Accepted this day ot., 20. City of Otsego By:. Title: This is EXHIBITA, consisting of I page, referred to in and part of the Agreement between CLIENT and AMS for I&C Services for Water and Wastewater Control Systems dated January21, 2011. 2011 AE 2S Hourly Fee and Expense Schedule Labor Rntcs Engineer 1 $90.00 5100.00 Administrative l $48.00 Engineer II Engineer III $123.00 Administrative 11 $59.00 Engineer IV $139.00 Administrative 11I Administrative $71.00 $81.00 EngineerV $153.00 $165.00 Administrative V $89.00 Engineer VI Engineer VII $175.00 $186.00 Intem I $39.00 Engineer VIII Intern R $45.00 Project Manager $1G0.00 Intent llI Intem IV $50.00 $56.00 Technical Expert 1 $200.00 $215.00 Intern V $65.00 Technical Expert R Technical Expert 1l I Negotiable 1&C Technician 1 I&C Technician 11 $80.00 $89.00 Reimbursable Expense Rates l&C 'technician III $102.00 $112.00 Transportation $0.60/mile I&C Technician IV I&C Technician V $124.00 Survey Vehicle $0.65/mile I&C Technician V1 $136.00 Photocopies 8'/2" x I" Plots- Color Bond 50.10/copy $1.25/s.f. 1&C Technician VII 5144,00 Plots -Monochrome Bond/Vellum $0.75/s.f. Land Surveyor 1 $81.00 Plots- Film/Photo High Gloss Digital Imagingr 52.00/s f. SI0.00/day Land Surveyor 11 land Surveyor llt $94,00 $104.00 Laser Printouts 8h x11" $0.20/page Land Surveyor TV $116.00 Color Laser PrintoutstCopies 8W' x11" $0.68/page Land Surveyor V $128,00 Fax Projector $0.40/page $25.004tour Land Surveyor VI $148.00 Total Station $10.00/hour Engineering Technician 1 $52.00 Total Station - Robotic Pro-XR GPS 535.00/hour 515.00/hour Engineering Technician R $67.00 579,00 Fast Statie/RTKGPS $50.00/hour Engineering Technician 111 Engineering Technician TV 593,00 3D laser Scanner $I00.00/hour Engineering Technician V 5105.00 Survey Monument 53.001each $6.00/each Engineering Technician Vi $118.00 Fence Posts Survey Lath SI8.00/bundle Engineering Technician VII 5136.00 Survey Stakes S L0.00/bundle Marketing Consultant I 570.00 All Terrain Vehicle/Boat $100.00/day Marketing Consultant 11 $84.00 Hydrant Pressure Recorders Telemetry Radio Si0.00/day $50.00/site Marketing Consultant 111 Marketing Consultant IV $98.00 $108.00 Pressure Recorder $5.00/day Senior Consultant $156.00 Pump Station Monitor 524.00/day Area Velocity Module 530.00/day IT 1 $8100 Rain Gauge S12.001day I.I, if $9900 in-house Lodging S89.001day IT ill $11800 Outside Services* cost*1.15 Manager IT er Matta $134.00 Out of Pocket Expenses** cost' 1.15 Rental Car cost*1.20 Financial Analyst 1 $70.00 Financial Analyst If $82.00 $96.00 * Ltcludes laboratory testing, architectural and engineering Financial Analyst 111 Financial Analyst IV $i08.00 consultants, surveying, etc. Financial Analyst V $122.00 Financial Analyst VI $138'00 $152.00 ** Includes toll telephone, shipping, postage, subsistence, Financial Analyst VII Financial Analyst VRI 5165.00 technical literature, equipment rental, etc. These rates are subject to adjustment each year on January 1. 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCTPCOPlanningCo.com MEMORANDUM TO: FROM: DATE: RE: TPC FILE: BACKGROUND Otsego Mayor and City Council Daniel Licht, AICP 24 February 2011 Otsego — City Code; Fire Call Ordinance 101.01 — 11.05 ITEM 8_1 The City of Otsego has recently entered into fire service contracts that include provisions that the City may be responsible for cost incurred through Mutual Aid agreements for providing fire services. So as to limit the potential liability of the City for these costs, City staff was directed to prepare an ordinance that would enable these costs to be passed through to the property. Exhibits: A. Draft Ordinance Amendment B. Ordinance 2011 — 05 ANALYSIS Fire/FOG Inspections. The Department of Building Safety has completed fire inspections for businesses and institutions outside of the Albertville Fire District. The Albertville Fire Department is initiating fire inspections within its service district. The Department of Building Safety is finding that most of the inspections are being completed within one hour and that only minor issues are being found. The City has received three complaints that the fire inspections are unnecessary and that the costs are either unjustified or an unnecessary burden to the commercial property owners. Fire protection is not a service funded by property taxes within Otsego but is paid on a per parcel basis. A commercial property such as a large retail store, warehouse or restaurant pays the same for fire service protection as does a single family home. As such, the intent of the Fire Ordinance inspections is to minimize potential risk of fire at these larger commercial, industrial and institutional buildings to protect life and property and minimize fire protection costs with the expense of the inspection program passed through to the individual users. The Fire Inspection Ordinance was originally established with a fee of $150.00 for the first inspection and $75.00 for any reinsertion based on the recommendation of the City Building Official at the time. Metro West Inspections has assumed responsibility for the inspection program outside of the Albertville Fire District as the current building official and is billing the City an hourly rate for its services. The Administrative Subcommittee discussed the issue and recommended City staff draft an amendment to the fee schedule establishing an hourly rate of $50.00 hour for fire inspections with a minimum one hour charge for the cost of the fire inspection and administration by the Department of Building Safety. If approved, the City Council must provide direction as to whether those properties that have already paid the inspection fee should be refunded based on the revised schedule. The City also adopted an ordinance requiring inspection of Fats, Oils Grease interceptor/separators for commercial properties. As these inspections are being done in coordination with the Fire Inspections, the Administrative Subcommittee recommended that the FOG Inspection Fee be included in the revised Fire Inspection Fee. False Alarm Charges. The Fire Service Agreement between the City of Otsego and City of Elk River requires Otsego pay Elk River for any false alarm calls based on the Elk River Fee Schedule. Elk River's schedule is different than Otsego's in that the fee for the fourth false alarm within a calendar year is $200.00 versus $150.00 in Otsego. Also, Elk River adds $50.00 to the base $200.00 fee for the fifth and each successive false alarm within a calendar year. City staff recommends revising the Otsego fee schedule to reflect the charges imposed by Elk River. City staff also recommends revising the false alarm charges for non -fire calls to change the number of allowed false alarms from four to three before a fee is charged to be consistent. Fire Service Charges. The contacts between Otsego and it's various Fire Departments serving the City include provisions that would require Otsego to reimburse the fire departments for costs incurred through Mutual Aid. City staff has drafted an amendment to Chapter 5, Section 6 of the City Code to enable costs incurred for fire services in response to specific calls be passed through to the property owner. At this time, the proposed ordinance would pass through only mutual aid expenses with all other costs assumed to be part of the City's basic fire protection services funded by the flat per parcel fee. The specific schedule of fees would allow for separation of pass through costs on the basis of property type on the assumption that agriculture, residential and vacant properties would be less likely to incur significant charges compared to commercial, industrial or institutional properties. The current proposal is that all properties would be responsible for any mutual aid costs incurred by the City. The proposed ordinance also includes provisions by which a property owner may appeal incurred charges for fire services and gives the City Council discretion to consider relief. 2 RECOMMENDATION City staff recommends approval of Ordinance 2011-05 as presented. POSSIBLE ACTIONS Decision 1: Ordinance 2011-05 A. Motion to approve Ordinance 2011-05 related to emergency response services. B. Motion to table. Decision 2: Fire Inspection Charges A. Motion to direct the Finance Department to refund as may applicable fees collected for fire inspections based on the revised fee schedule. B. Motion to table. C. Mike Robertson, City Administrator Tami Loff, City Clerk Gary Groen, Finance Director Andy MacArthur, City Attorney ORDINANCE NO.: 2011- 05 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING EMERGENCY RESPONSE SERVICES. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 2-4-2.E.12.c of the City Code is hereby amended read as follows: C. Biannual Fire Inspection — (commercial, industrial, and institutional uses): $50.00/hour (minimum 1 hour) Section 2. Section 2-4-2.E.12.d of the City Code is hereby amended to read as follows: d. FOG Interceptor/Separator Inspection: No charge for the first inspection when conducted with required fire inspection / costs incurred for any other inspection. Section 3. Section 2-4-2.E.13 of the City Code is hereby amended to include the following provision: e_ Sandbaas/Sand: $10.00 / bundle of 30 sandbags Section 4. Section 2-4-2.H.2. of the City Code is hereby amended to read as follows: 2. False Alarm Charge: 1 a. Fire: No charge for first three (3) alarms, $450.00200.00 for fourth alarm, $200.00t$50.00 for each successive alarm per calendar year. b. Other: No charge for first feuF (4}three 3 alarms, $50.00 for fi##fourth alarm, $100.00 for each successive alarm per calendar year. Section 5. Section 2-4-2.H.of the City Code is hereby amended to include the following provision: 4. Fire Service Charges: a. Mutual Aid: 1. Agriculture, Residential Building. Vacant Parcel: Cost Incurred 2. Commercial, Industrial, Institutional Building: Cost Incurred Section 6. Chapter 5, Section 6 of the City Code is hereby amended to read as follows SECTION 6 EMERGENCY ALARM SYSTEMS RESPONSE SERVICES Section: 5-6-1 Falselar.,mPuse 5-6-2 GhargesDefinitions 5-6-3 EnfeFGe entFire Service Charges 5-644 False Alarm Charges 5-6-45 maid -Appeal of Service Charges 5-6-1: PURPOSE: This Ordinance is adopted for the purpose of authorizing the City of Otsego to establish and charge user service fees for emergency response services as described in this Section. 2 5-6-2: DEFINITIONS: The following terms are hereby defined for the purposes of this Section: conditional use permits, interim use permits or business licenses issued to be used for commercial, industrial or institutional purposes: rental housing of any type is considered to be commercial for the purposes of this Section. Building, Residential. Any structure that is used or intended by the nature of its construction to be used by persons for living and sleeping quarters and also outbuildings, barns and other structures which are not defined as commercial, industrial or institutional buildings by this Section, but shall not include hotels, motels, or other buildings intended primarily for transient lodging. False Alarm. The unintended activation of an alarm system through mechanical or electronic failure, malfunction, improper installation, or the negligence of the alarm user. their employees or agents_ : an alarm is a false alarm within the meaning of this definition when, upon inspection by the police department, evidence indicates that no unauthorized entry_. robbery_, or other such crime was committed or attempted in or on the premises which would have activated a properly functioning alarm system. personnel and/or equipment to provide fire suppression, rescue, extrication, or any performed. Fire Department. The fire department(s) established by the City or contracted to provide service within the City of Otsego including departments that provide services pursuant to mutual aid agreements. Fire Service Charge. The charge imposed by the City for receiving fire service. Vacant Parcel. Any property parcel that does not include any building improvements. B. Said fees shall be established at a fixed rate for certain types of incidents or for actual costs incurred by the Fire Department for Mutual Aid in providing the fire service as set forth in Section 2-4-2.1-1 of the City Code. C. For fire services for which the actual costs incurred by the Fire Department in responding to the incident is charged, the fees shall include, but shall not be limited to, actual manpower costs for all personnel that respond to the incident minimum of 1 hour) and the cost on a per hour basis for each fire apparatus or other city mechanical equipment that responds to the incident (minimum of 1 hour per unit). D. When a particular service rendered by the Fire Department directiv benefits more than one person or property. the owner of each property so benefited and each person so benefited (where the property protection only is not involved) shall be liable for the payment of the full charge for such service to their respective property as hereinbefore outlined. E. Fire service charge shall be paid within thirty (30) days of billing by the City: if the service charge is not paid by that time, it will be considered delinquent and the City Clerk will send notice of delinquency. F. If the fire service charge remains unpaid for thirtv (30) days after the notice of delinquency is sent. the City will use all practical and reasonable legal means to collect the service charge including the provisions of Minn. Stat. & 366.012. The party receiving the service shall be liable for all collection costs incurred by the City including, but not limited to, administrative costs, attorneys fees, recording fees and court costs. 5-644: FALSE ALARMS: A. Any false alarm call to an individual or business that, in the opinion of the Fire Chief having jurisdiction over the area, the County Sheriff or the City Administrator, was the result of a defective or malfunctioning alarm system will receive a notice outlining the terms and conditions of this Ordinance. B. More than three (3) alarms at the same property within in a calendar year that are found to be false alarms is excessive, constitutes a public nuisance, and shall be a violation of the City Code. 6 6 1 CHARGE& C. Charges imposed upon the property owner for response to a false alarm sail --violating this Section shall be established in Section 2-4-2.1H of the City Code. 6 6-4a UNPAID SERVICE CHARGES -Q. Any unpaid service charge against a property or individual for a false alarm not paid in full within thirty (30) days of the date of billing shall be placed as a special assessment against the property pursuant to Minnesota Statutes 429.101, after preper n9tiGe and hearing. - - • - - -73M- improper. B. The City Clerk shall notify the aggrieved party, in writing, of the time, place and date the City Council will hold a hearing on the issue. C. The City Council. may grant relief on appeal if it in good cause and sufficient proof including but not limited to any unique circumstances that may exist in a particular case and history of alarms coming from a particular property, and D. The City Council may extend the time for payment for a period it deems reasonable. Section 7. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: 5 ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 28th day of February, 2011. ATTEST: Tami Loff, City Clerk 2 CITY OF OTSEGO m. Jessica Stockamp, Mayor ORDINANCE NO.: 2011- 05 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING EMERGENCY RESPONSE SERVICES. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 2-4-2.E.12.c of the City Code is hereby amended read as follows: C. Biannual Fire Inspection — (commercial, industrial, and institutional uses): $50.00/hour (minimum 1 hour) Section 2. Section 2-4-2.E.12.d of the City Code is hereby amended to read as follows: d. FOG Interceptor/Separator Inspection: No charge for the first inspection when conducted with required fire inspection / costs incurred for any other inspection. Section 3. Section 2-4-2.E.13 of the City Code is hereby amended to include the following provision: e. Sandbags/Sand: $10.00 / bundle of 30 sandbags Section 4. Section 2-4-2.H.2. of the City Code is hereby amended to read as follows: 2. False Alarm Charge: 1 a. Fire: No charge for first three (3) alarms, 200.00 for fourth alarm, $200.00 + $50.00 for each successive alarm per calendar year. b. Other: No charge for first three (3) alarms, $50.00 for fourth alarm, $100.00 for each successive alarm per calendar year. Section 5. Section 2-4-2.H.of the City Code is hereby amended to include the following provision: 4. Fire Service Charges: a. Mutual Aid: 1. Agriculture, Residential Building, Vacant Parcel: Cost Incurred 2. Commercial, Industrial, Institutional Building: Cost Incurred Section 6. Chapter 5, Section 6 of the City Code is hereby amended to read as follows SECTION 6 EMERGENCY RESPONSE SERVICES Section: 5-6-1 Purpose 5-6-2 Definitions 5-6-3 Fire Service Charges 5-6-4 False Alarm Charges 5-6-5 Appeal of Service Charges 5-6-1: PURPOSE: This Ordinance is adopted for the purpose of authorizing the City of Otsego to establish and charge user service fees for emergency response services as described in this Section. 5-6-2: DEFINITIONS: The following terms are hereby defined for the purposes of this Section: 0) Building, Commercial, Industrial or Institutional. Any structures that are used or intended either by the nature of their construction or by allowed zoning and any conditional use permits, interim use permits or business licenses issued to be used for commercial, industrial or institutional purposes; rental housing of any type is considered to be commercial for the purposes of this Section. Building, Residential. Any structure that is used or intended by the nature of its construction to be used by persons for living and sleeping quarters and also outbuildings, barns and other structures which are not defined as commercial, industrial or institutional buildings by this Section, but shall not include hotels, motels, or other buildings intended primarily for transient lodging. False Alarm. The unintended activation of an alarm system through mechanical or electronic failure, malfunction, improper installation, or the negligence of the alarm user, their employees or agents; an alarm is a false alarm within the meaning of this definition when, upon inspection by the police department, evidence indicates that no unauthorized entry, robbery, or other such crime was committed or attempted in or on the premises which would have activated a properly functioning alarm system. Fire Service. Any deployment of fire fighting personnel and/or equipment to extinguish a fire or perform any preventative measure in an effort to protect equipment, life, or property in an area threatened by fire and also including the deployment of fire fighting personnel and/or equipment to provide fire suppression, rescue, extrication, or any other services related to fire and rescue as may occasionally occur; deployment as defined herein constitutes fire service regardless of whether these services are actually performed. Fire Department. The fire department(s) established by the City or contracted to provide service within the City of Otsego including departments that provide services pursuant to mutual aid agreements. Fire Service Charge. The charge imposed by the City for receiving fire service. Vacant Parcel. Any property parcel that does not include any building improvements. 5-6-3: FIRE SERVICE CHARGES: A. The collection of fire service charges for fire service shall be pursuant to Minnesota Statute §366.011 and §415.01 and any other applicable statute. 3 B. Said fees shall be established at a fixed rate for certain types of incidents or for actual costs incurred by the Fire Department for Mutual Aid in providing the fire service as set forth in Section 2-4-2.1-1 of the City Code. C. For fire services for which the actual costs incurred by the Fire Department in responding to the incident is charged, the fees shall include, but shall not be limited .to, actual manpower costs for all personnel that respond to the incident (minimum of 1 hour) and the cost on a per hour basis for each fire apparatus or other city mechanical equipment that responds to the incident (minimum of 1 hour per unit). D. When a particular service rendered by the Fire Department directly benefits more than one person or property, the owner of each property so benefited and each person so benefited (where the property protection only is not involved) shall be liable for the payment of the full charge for such service to their respective property as hereinbefore outlined. E. Fire service charge shall be paid within thirty (30) days of billing by the City; if the service charge is not paid by that time, it will be considered delinquent and the City Clerk will send notice of delinquency. F. If the fire service charge remains unpaid for thirty (30) days after the notice of delinquency is sent, the City will use all practical and reasonable legal means to collect the service charge including the provisions of Minn. Stat. § 366.012. The party receiving the service shall be liable for all collection costs incurred by the City including, but not limited to, administrative costs, attorneys fees, recording fees and court costs. 5-6-4: FALSE ALARMS: A. Any false alarm call to an individual or business that, in the opinion of the Fire Chief having jurisdiction over the area, the County Sheriff or the City Administrator, was the result of a defective or malfunctioning alarm system will receive a notice outlining the terms and conditions of this Ordinance. B. More than three (3) alarms at the same property within in a calendar year that are found to be false alarms is excessive, constitutes a public nuisance, and shall be a violation of the City Code. C. Charges imposed upon the property owner for response to a false alarm violating this Section shall be established in Section 24-2.1-1 of the City Code. 4 D. Any unpaid service charge against a property or individual for a false alarm not paid in full within thirty (30) days of the date of billing shall be placed as a special assessment against the property pursuant to Minnesota Statutes 429.101, after proper notice and hearing. 5-6-5: APPEAL OF SERVICE CHARGES: Any party aggrieved by a charge authorized in this Section may appeal the charge to the City Council as follows: A. Within the time period for which a bill is payable, the party shall file a written request with the City Clerk setting forth specific reasons why the charge is improper. B. The City Clerk shall notify the aggrieved party, in writing, of the time, place and date the City Council will hold a hearing on the issue. C. The City Council may grant relief on appeal if it finds good cause and sufficient proof including but not limited to any unique circumstances that may exist in -a particular case and history of alarms coming from a particular property, and whether the property is a residential, commercial, industrial or institutional building and the scope of services provided. D. The City Council may extend the time for payment for a period it deems reasonable. Section 7. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 5 ADOPTED by the City Council of the City of Otsego this 28th day of February, 2011. ATTEST: Tami Loff, City Clerk n CITY OF OTSEGO BY: Jessica Stockamp, Mayor RESOLUTION NO. 2011-08 A RESOLUTION ACCEPTING THE FEASIBILITY STUDY FOR 70T" STREET NE IMPROVEMENTS, FROM MARLOWE AVENUE TO OAKWOOD AVENUE NE (CSAH 37) WHEREAS, the City Council ordered the preparation of a feasibility study for the improvement on the 13th day of December 2010; and WHEREAS, such feasibility study was prepared by Hakanson Anderson Associates, Inc. and presented to the Council on the 14th day of February 2011 and declares the improvement feasible, for an estimated cost of $2,596,153; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA: 1. Such improvement is necessary, cost—effective, and feasible as detailed in the feasibility report. Adopted by the council this 14th day of February 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot383ResAcceptFeasRpt (2) ITEM 9_2 RESOLUTION NO. 2011-09a A RESOLUTION ORDERING PREPARATION OF PLANS AND SPECIFICATIONS FOR 70" STREET FOR CONSTRUCTION OF'/4 MILE OF MARLOW AVE. TO MARTIN FARMS AVE. AND PRELIMINARY DESIGN OF MARTIN FARMS AVE. TO OAKWOOD AVE. WHEREAS, a resolution of the City Council adopted the 28th day of February 2011, ordering Hakanson Anderson to prepare plans and specifications for 70th Street in the City of Otsego; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA: 1. Hakanson Anderson is hereby designated as the engineer for this improvement, and are hereby directed and authorized to prepare plans and specifications for the making of such improvement. Adopted by the council this 28th day of February 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot383Res0rdPlnsSpecs - Marlowe to Martin Farms RESOLUTION NO. 2011-09b A RESOLUTION ORDERING PREPARATION OF PLANS AND SPECIFICATIONS FOR 70" STREET FOR CONSTRUCTION OF MARLOWE AVE. TO OAKWOOD AVE. WHEREAS, a resolution of the City Council adopted the 28th day of February 2011, ordering Hakanson Anderson to prepare plans and specifications for 70th Street in the City of Otsego; NOW, THEREFORE, BE IT RESOLVED BY THE E CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA: 1. Hakanson Anderson is hereby designated as the engineer for this improvement, and are hereby directed and authorized to prepare plans and specifications for the making of such improvement. Adopted by the council this 28th day of February 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot383ResOrdPlnsSpecs - Marlowe to Oakwood Hakanson .Anderson February 28, 2011 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: MSA Street Designations Dear Mayor and Council: ITEM 9-4 Main Office: •' C 3601 Thurston Avenue, Anoka, MN 55303 J J Phone:763/427-5860 Fax:763/427-0520 www.haa-inc.com " Minnesota State Aid (MSA) requires designation of 2011 Needs by March 15, 2011. Therefore we have reviewed the City's State Aid System in order to take maximum advantage of the number of State Aid Miles available. The annual certification of State Aid roads was submitted by Hakanson Anderson Associates, Inc. to State Aid prior to the January 15, 2011 deadline and shows the City of Otsego eligible to designate a total of 22.57 miles. A total of 22.51 miles was designated in 2010 leaving a balance of 0.06 miles. We would recommend the following option for the Council to consider in designating the 2011 MSA Needs: Miles Description STARTING MSA MILEAGE 22.51 1. Remove Existing Route No. 110 - Randolph -0.93 Existing Bituminous (0.43 miles) Avenue and Non- Existent (0.50 miles) 2. Remove Existing Route No. 111 - 65`x' Street -0.09 Existing Gravel (0.09 miles) 3. Add Route No. 114 - 60`1' Street from Jaber Avenue to +0.24 Existing Gravel (0.24 miles) Jason Avenue 4. Add to Route No. 112 - 70'' Street from Nashua +0.67 Existing Gravel (0.67 miles) Avenue to CSAH 37 5. Change to Existing Route No. 101 - Nashua Avenue -0.10 Revise Proposed Route from CSAH 37 to 776' Street Non- Existent (0.10 miles shorter) 6. Change to Existing Route No. 102 - 85`h Street from +0.08 Revise Proposed Route CSAH 19 to Nashua Avenue Non- Existent (0.08 miles Longer) 7. Change to Existing Route No. 103 - Palmgren +0.18 Revise Proposed Route Avenue from CSAH 37 to 78`x' Street Non- Existent (0.18 miles longer) 8. Change to Existing Route No. 108 - 78th Street from -0.05 Revise Proposed Route Nashua Avenue to Odean Avenue Non- Existent (0.05 miles shorter) 9. Change to Existing Route No. 112 - 700' Street from -0.09 Revise Proposed Route Marlowe Avenue to Nashua Avenue Existing Gravel (0.11 miles shorter) Non- Existent (0.02 miles longer) Total of Changes 0.09 Shorter NEW MSA MILEAGE 22.42 Honorable Mayor and City Council February 28, 2011 Page 2 Many of the Non -Existing routes were reviewed more closely and revise to avoid existing houses, structures, and wetlands. Randolph Avenue and a small stretch of 65th Street were removed from the MSA Needs in order to use the mileage from these routes to add or revise several other routes. The portion of 70th Street from future Nashua Avenue to CSAH 37 was added to the MSA Needs so that if the City decides to fill the gap and connect the existing 70th Street near Marlowe Avenue to CSAH 37, the entire project would be eligible for State Aid funding. The alignment of Naber/Nashua Avenue was discussed and revised by both Otsego and St. Michael to work with the planned Naber Avenue Intersection. 60th Street from Jaber Avenue to Jason Avenue in the southwest corner of the city is shared with the City of St. Michael and was added per their request. They potentially would like to improve this road in the near future. Since it is a shared road both the City of Otsego and the City of St. Michael must include this road in their MSA Needs to make it eligible for State Aid assistance. Even though the unused MSA Needs mileage increases from 0.06 miles to 0.15 miles we believe the routes selected are more beneficial to the City. Randolph Avenue has been, and will most likely be, constructed by developers when the need to extend it arises whereas the new routes will most likely be constructed by the City. In monetary terms the actually dollar amount collected may actually increase since some of the mileage was moved from a completely improved (i.e. paved with curb and storm sewer) to either non -existing routes or existing gravel roads, both would collect more money than a fully improved road. If you have any questions, please contact me at 763-427-5860. Sincerely, Hakanson Anderson Ronald J.ner, P Citv Engii er Enclosure cc: Mike Robertson, City Administrator Tami Loff, City Clerk ot315hmcc2011Needs Hakanson ®1� Anderson RESOLUTION NO. 2011-11 RESOLUTION ESTABLISHING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be designated Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the roads described as follows, to -wit: 60th Street NE from Jaber Avenue NE to Jason Avenue NE 70th Street NE from Nashua Avenue NE to Wright CSAH 37 be, and hereby established, located, and designated a Municipal State Aid Streets of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the designation of said roads or portions thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Otsego. ADOPTED .2011 Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp (Mayor) Tami Loff (City Clerk) OT315 Resolution Establishing Municipal State Aid Streets RESOLUTION NO. 2011-12 RESOLUTION REVISING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described are designated Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the roads described as follows, to -wit: MSA Route No. 217-101 — Nashua Avenue NE from Wright CSAH 37 to 77th Street NE MSA Route No. 217-102 — 85th Street NE from Wright CSAH 19 to Nashua Avenue NE MSA Route No. 217-103 — Palmgren Avenue NE from CSAH 37 to 78th Street NE MSA Route No. 217-108— 78th Street NE from Nashua Avenue NE to Odean Avenue MSA Route No. 217-112 — 70th Street NE from Marlowe Avenue NE to Nashua Avenue NE be, and hereby subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the revisions of said roads or portions thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Otsego, to be numbered and known as Municipal State Aid Streets 217-101, 217-102, 217-103, 217-108, and 217-112. ADOPTED , 2011 Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp (Mayor) Tami Loff (City Clerk) OT315 Resolution Revising Municipal State Aid Streets RESOLUTION NO. 2011-13 RESOLUTION REVOKING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be revoked Municipal State Aid Streets under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the roads described as follows, to -wit: Randolph Avenue NE from Wright CSAH 36 to 6.5th Street NE 65th Street NE from Randolph Avenue NE to Wright CSAH 42 be revoked as a Municipal State Aid Street of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the revocation of said roads or portions thereof. ADOPTED , 2011 Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp (Mayor) Tami Loff (City Clerk) OT315 Resolution Revoking Municipal State Aid Streets `E 24RN GE 23it I PIN t '14i C � m _ a :, I' -L =1 1 - r ---" •� I � L - n iom mom, r " ' I � I I I ' av- � I � � _ � I i � I i— � j ( %/� ' �•" � { I IS� , -�•4-� i l 14 I I � T 1 ; r { . 42 .I,w.s. w o� s,�m / 11 _�i � E�I �-i �19 —IJ I -1— I :—�I-�{:/��•�� I�I I�� ,�f —` � - ,�� L �I Ir.1 '�___.�.1 r I �s �� '-\•C I in Aiwc.�E �°�s °° IRSTN STREET E RT.INO.I J�I z✓ I I ` �> '� ® I f & TSTH sTREET 6` q az: i 1 �� I � - t I I—! �J_^I- --- - __ 'I\I �¢ Rr^�� 2 1 I r� 637NISTREET , I— _ gi � • LO�' �� L� J— — -- i=1E _�, i _ i L.��- - �. o�- `' -•• � a a�a�l-••r "J •f- - I> a� -'1'_ II $ -- I c -L B M- py NNGE 24 MCE 23 ➢ I! °f��l ➢ � I 0 1 i I ➢ a 19 � � s � � 9 9 9 ➢ 9 � I l � � � ➢ @ S � 3 ➢ i i i I B I A � 0 ! 8 ..E ..➢ ••➢ ➢ 1 i � I � � i � � ! II 9 i � �Ir� �- - I f MUNICIPAL STATE AID STREET PLAN - 2010-- f [�O,- OP OTSEGON THE GREAT RIVER ROAD I W�%� 112 ....❑......... 49 a. J) ' i 4 • .,RT . -NO 6M, -114 ,fl 1 P STREP_ d T F- 5 i rt E 24 23 MUNICIPAL STATE AID STREET PLAN - 2011 CITY OF OTSEGO ON THE GREAT RIVER ROAD 2v,GE 24 RtGE 23 till 39- n 19 IT I W�%� 112 ....❑......... 49 a. J) ' i 4 • .,RT . -NO 6M, -114 ,fl 1 P STREP_ d T F- 5 i rt E 24 23 MUNICIPAL STATE AID STREET PLAN - 2011 CITY OF OTSEGO ON THE GREAT RIVER ROAD ITEM 17_7 3601 Thurston Avenue N, Suite 100 Anoka, 'MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCTPC@PlanningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 24 February 2011 RE: Otsego — Hospital District; Silver Creek Township meeting TPC FILE: 101.01 BACKGROUND Silver Creek Township has sent the attached letter regarding the New River Hospital District efforts to review and determine if the legal status of the district should be changed. City staff understands from talking with Otsego Hospital District Board of Directors member Rob VanDenBerg that several options are under consideration including two that would create a 501 3C (non-profit) corporation: ■ The district can remain and "sell" to an existing 501c3 (North, Allina, Fairview), and lease the property. This option could include a condition of the sale be to pay off the outstanding $25M debt of the Hospital District . ■ The Hospital District can remain and allow the existing hospital management to create a new 501c3, and lease the state hospital license and hospital property and facilities. A decision regarding the legal status of the Hospital District rests with it's Board of Directors. Mr. VanDenBerg indicates that there is no "deadline" for a decision regarding the Hospital District's legal status. Silver Creek Township has scheduled an information meeting for 1 March 2011 at 7:OOPM and invited representatives of the Hospital District Board of Directors, communities and public to attend. Attendance at this meeting would provide Otsego the opportunity to update the other member communities regarding its' special legislation efforts and solicit support as a dual track to the legal status review of the Hospital Districts. RECOMMENDATION City staff requests approval to attend the March 1 information meeting at Silver Creek Township. POSSIBLE ACTIONS A. Motion to direct the City Planner and/or City Attorney to attend the Silver Creek Township information meeting. B. Motion to table. C. Mike Robertson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney Rob VanDenBerg, New River Medical Center Director 2 Silver Creek Township WRIGHT COUNTY 3827 134th Street N.W., Monticello, MN 55362 - Office 763-878-0141 Maintenance 763-878-2600 !/ FE Ut1 =---� to Cou cil February 16, 2011Adm COW to Staff Monticello, Monticello Township, Big Lake, Big Lake Township, Ostego and Becker Township We are writing to open the discussion in regards to the present options that are being considered by the Hospital District Board. New River Medical Center (formally known as Monticello -Big Lake Community Hospital) is considering three (3) options in regards to a change in its legal structure and ownership as follows: 1. To remain in the same legal structure (no change). 2. To sell the hospital to a larger hospital system (such as Centracare, Allina, or Sanford Health). This would be a complete change in ownership. 3. Setting up a separate legal hospital entity (not-for-profit referred to as a 501-c- 3). This entity would in essence lease the current Hospital from the Hospital District. As a taxing, government entity, the Hospital District would become the landlord to the new Hospital entity. The Hospital District would be releasing the control of the operations but the current debt of $25 million and the taxing authority of the Hospital District would remain in place (with the landlord being the taxpayers of the District). At the present time we are informed that July 1, 2011 will be the time to end discussions and make a decision as to the Hospital's future. At the same time, the Hospital Management (many of whom are not residents or taxpayers of the Hospital District) is stating that the decision will be made by the Hospital District Board. As residents and taxpayers who have supported the Hospital through property taxes, we are being told that we will have no voice in the final decision process (not even an opportunity to vote). If the Hospital establishes a :new ;legal structure, we will depend �on a new organization to operate the Hospital, while our citizens will continue to be taxed and will be financially liable for its debt (currently at $25 million), with no control over it's operations. As residents and taxpayers of the Hospital District, we feel that it is imperative that we have the opportunity to not only meet with the Hospital District Board, but to express our concerns and to inform them that this is a serious issue that should be decided by a full vote of the residents and taxpayers of the Hospital District. Due to the short time frame and the seriousness of this issue we suggest that a group consisting of the Hospital District Board of Directors meet with representatives from the City and Township Boards of Monticello, Monticello Township, Big Lake, Big Lake Township, Ostego, Becker Township and Silver Creek Township, as well as concerned citizens from each of the Cities and Townships. Our suggestion is to hold such an event at one of the Community Centers as we are sure this event would be of great concern to many people. We will be holding an informational meeting at Silver Creek Township Hall on March 1, 2011 at 7:00 p.m. and ask that at least one representative from each City or Township Board attends before the individual Annual Meetings held on March 8, 2011, to inform your citizens of this issue. Please let us know if you will be attending this meeting by Thursday February 24, 2011. You can call or email us at: 763-878-0141 or silvercreekt AMQ,tds.net. We' would like to thank you in advance for your participation in this matter and look forward to meeting with you then. Sincerely, Silver Creek Township Supervisors Board ITEM 11_2 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.6840 Facsimile: 763.427.0520 TPC(g Plan ni ngCo. corn MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 24 February 2011 RE: Otsego — Heritage Preservation Commission TPC FILE: 101.01 BACKGROUND Historic Preservation Commissioner Shirley Issacson communicated to the HPC and City staff her intent to resign. The bylaws of the HPC establish the commission with five members. Ms. Issacson's resignation leaves the HPC with four members. At the 2010 Otsego Festival, the HPC received names from several individuals that may be interested in joining the commission. The process would be for any potential applicants to interview with the HPC with a recommendation to the City Council. RECOMMENDATION City staff recommends that the City Council accept Ms. Issacson's resignation and authorize City staff to advertise the opening to solicit potential new member(s). POSSIBLE ACTIONS A. Motion to accept Shirley Issacson's resignation from the HPC and direct City staff to advertise for potential applicants. B. Motion to table. C. Mike Robertson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney ITEM g-3 RESOLUTION NO. 2011-10 RESOLUTION APPROVING PLANS AND SPECIFICATIONS WHEREAS, pursuant to Council requesting, Hakanson Anderson has prepared plans and specifications for the Otsego Elementary and CSAH 42 Safe Routes to School Trail (SRTS), S.P. 86-591-02, Otsego Elementary City Trail and Meadowlands City Trail; and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Approve such plans and specifications, dated September 15, 2010 by the City Engineer and receiving Mn/DOT State Aid approval in February 2011, a copy of which is attached hereto and made a part hereof, are hereby approved. Adopted by the council this 28th day of February 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\REXOMIXO\OT719Resolution Approving Plans and Specs.doc MINNESOTA DEPARTMENT OF TRANSPORTATION WRIGHT COUNTY, CITY OF OTSEGO & ISD 728 OTSEGO ELEMENTARY AND C.S.A.H. 42 SAFE ROUTES TO SCHOOL TRAIL, OTSEGO ELEMENTARY CITY TRAIL, AND MEADOWLANDS CITY TRAIL CONSTRUCTION PLANS FOR GRADING, BITUMINOUS SURFACING, STORM DRAINAGE IMPROVEMENTS, AND MISCELLANEOUS CONSTRUCTION SP # 86-591-02 CITY OF OTSEGO PROJECT NO. 10-02 LOCATED ALONG C.S.A.H. 42 (N.E. RIVER ROAD) FROM OTSEGO ELEMENTARY SCHOOL TO QUADAY AVENUE N.E. AND ALONG THE WEST PROPERTY LINE OF OTESGO ELEMENTARY SCHOOL AND EAST SIDE OF NASHUA AVENUE SECTIONS 20. 22 & 27. TOWNSHIP 121 _ RANGF 23 Hakanson Andershin on Assoc.,Inc. Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Mlnne.ota 55303 763-427-5860 FAX 763-427-0520 .CT ION END S.P. 86-591-02 .� STA 27+35.67 x scNF w FAEr BENCHMARKS: 868.88 - INN O SW SIDE OF C.S.A.H. 42 O ENTRANCE TO OTSEGO ELEMENTARY SCHOOL 866.05 = TNH O SW SIDE OF C.S.A.H. 42 O COUNTY DITCH (NEAR HOUSE /8115) 867.57 = INN O NW CORNER OF QUADAY AVE & C.S.A.H. 42 908.77 = RR SPK. PP, EAST SIDE OF NASHUA AVE. NE. SOD' t SOUTH OF CITY HALL DATUM: NAVD 1929 PROJECT STA, TO STA, GROSS BRIDGE NET DESIGN ESAL R TON DESIGN � LENGTH LENGTH LENGTH I VALUE DESIGN IW�-1M.'Lftll CLASSIFICATION 2635.67 FT N A 2636:67 FT S.P. 86-591-02 1+00 TO 27+35.67 N/A 0, 411 N/A 20 MPH MULTI -USE 0.499 MILES 0 MILES 0.499 MI TRAIL —II■ 1 • A`� I ►� �ir'i Wil, BEGIN S.P. 0 STA 1 It Hakanson Andershin on Assoc.,Inc. Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Mlnne.ota 55303 763-427-5860 FAX 763-427-0520 .CT ION END S.P. 86-591-02 .� STA 27+35.67 x scNF w FAEr BENCHMARKS: 868.88 - INN O SW SIDE OF C.S.A.H. 42 O ENTRANCE TO OTSEGO ELEMENTARY SCHOOL 866.05 = TNH O SW SIDE OF C.S.A.H. 42 O COUNTY DITCH (NEAR HOUSE /8115) 867.57 = INN O NW CORNER OF QUADAY AVE & C.S.A.H. 42 908.77 = RR SPK. PP, EAST SIDE OF NASHUA AVE. NE. SOD' t SOUTH OF CITY HALL DATUM: NAVD 1929 PROJECT STA, TO STA, GROSS BRIDGE NET DESIGN ESAL R TON DESIGN FUNCTIONAL LENGTH LENGTH LENGTH I VALUE DESIGN SPEED CLASSIFICATION 2635.67 FT N A 2636:67 FT S.P. 86-591-02 1+00 TO 27+35.67 N/A SD N/A 20 MPH MULTI -USE 0.499 MILES 0 MILES 0.499 MI TRAIL PATH SEPAR TION FROM ROAD BASED ON: HORIZONTAL CURVE RADIUS BASED ON: TRAIL CLEAR ZONE: TRAIL STOPPING SITE DISTANCE BASED ON: CSAH 42 SPEED UMIT = 50 MPH 15 -DEGREE LEAN ANGLE 2 FT. MINIMUM 4.5 FT. HEIGHT OF EYE 13+50 TO 27+35.67 NO CURB -2X CROSS SLOPE 3 FT. TO POWER POLES. TREES, AND NEAR 0 FT. HEIGHT OF OBJECT SCHOOL DRIVEWAY: SPEED UNIT <40 MPH 0.25 COEFFICIENT OF FRICTION EDGE OF SIGNS 0.25 COEFFICIENT OF FRICTION -7+OD TO 13+50-- - NO CURB i 86=591-02 FEDERAL PROJ NO. SRTS 8610 0 GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE SAFE ROUTES TO SCHOOL TRAIL. OTSEGO ELEMENTARY CITY TRAIL, AND MEADOWLANDS CITY TRAIL (S.P. 86-591-02 AND CITY PROJECT NO. 10-02). SHEETINDEX THIS PLAN CONTAINS 24 SHEETS BecE ROUTES TO SGHOOL TRAIL SHEET NO. DESCRIPTION 1TITLE SHEET 2 ESTIMATED QUANTITIES 3 SCHEDULES 4 TYPICAL SECTIONS 5 DETAILS 6 EASEMENTS 7 EROSION CONTROL PLAN B TOPOGRAPHY & REMOVALS 9-10 CONSTRUCTION PUNS %1-%5 CROSS SECTIONS LOCALLY FUNDED. TRAILS SHEET NO. DESCRIPTION %6X10 CROSSUCTION SECTIONSu(OTSEGONS SEGO ELEMENTARY ELEMENTARY TRAIL) 13 CONSTRUCTION PLANS (MEADOWLANDS TRAIL) %1 i CROS SECTIONS (MEADOWLANDS TRAIL) SAFE ROUTES TO SCHOOL TRAIL (S.P. 86-591-02) DATE 26052 DATE 9/15/10 UC. N0. INC. DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE APPROVED FOR FEDERAL AID FUNDING: STATE AID ENGINEER I hereby earlify that thle plan, ep..IOl by me or under my direct a pe"11,1- Profeeelonol Engines unde the law. RO ALD J,7 ER, P.E HAKANSORSON OCIATES, INC. DESIGN DATE.REVISION 10 13 10 REVISED ALL SHEETS PER 1243410 1 STATE AID REVIEW 1 1/4/11 STATE AID REVIEW COMME C p RC. -F01-07 was prepared dulyUaeneed Mlnn... to. 26052 DATE 9/15/10 UC. NO. TRAFFIC CONTROL SHALL BE INCIDENTAL NOTES: (D SEE SHEET 3 FOR EARTHWORK TABLES. ® QUANTITY SHALL BE PAID PER ITEM 2105 -COMMON EXCAVATION (P). Q FILL SHALL CONSIST OF SUITABLE GRADING MATERIAL PLACEMENT AND COMPACTION OF ALL FILL SHALL BE INCIDENTAL TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS (CUT OR FILL). TOPSOIL SHALL BE USED TO DRESS ALL TRAIL SHOULDERS, DITCH SLOPES AND DISTURBED AREAS. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED. THIS WORK SHALL BE INCIDENTAL Q EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR AND SHALL BE PAID PER ITEM 2105 -HAUL d STOCKPILE EXCESS MATERIAL ® FENCE SHALL BE 3 RAIL WHITE VINYL FENCE. (SEE SPECIFICATIONS) TO EXISTING GRADE ADDITIONAL TOPSOIL STRIPPING IN CUT AREAS (4- TYP) TOPSOIL FILL FILL MATERIAL ' ADDITIONAL CUT FOR TOPSOIL IN TOPSOIL FlLL CUT AREAS (d- TYP) COMMON EXCAVATION CUT MATERIAL ADDITIONAL TOPSOIL STRIPPING IN FILL eTYPICAL CUT/FILL CROSS-SECTION AREAS (4- TYP) 2 NO SCALE SUMMARY OF EARTHWORK m da' .. ... ... - SCHEDULE OF QUANTITIES S.P. 86-591-02 EARTHWORK 7.ABL63 CITY OF OTSEGO _ _- _FROM _... ._. . . SRTSTa1,-- -fml- 1811 myds.' _ r SPEC. REF. DESCRIPTION ESTIMATEDOTSEGO ESTIMATED STORM OTSEGO ELEMENTARY ELEMENTARYTRAIL SEWER TRAIL QUANTITIES QUANTITIES NON -PARTICIPATING MEADOWLANDSTRAIL NON -PARTICIPATING TOTAL SRTS Tra6 2021.501 MOBILIZATION LS 0.59 LS 0.02 LS 0.32 LS 0.07 LS 1 159 a.Yds.__ 2104.501 REMOVE CHAIN LINK FENCE LF ..__. TOTAL COMMON EYLAVATION QWJM LF LF 70 LF LF 70 -'--='--'---'--.'-_... 2104.501 REMOVE METAL CULVERT LF 98 LF LF Otsego Elemedary CDy.Tre6. LF ____-_ MeadwdaNs CRY Trdl - ..... � .- LF 98 1082 2104.505 REMOVE BITUMINOUS PAVEMENT SY 326 SY SY 14 a.yds. ,® SY - - ---_- SY 326 5 2104.509 IREMOVE CONCRETE 30" APRON EA 1 EA EA -- SRTS Tag EA Olse90 Bemmtary Gly Ta9... .....159 EA 1 6 2104.513 SAWING BITUMINOUS PAVEMENT LF 170 LF LF 60 LF 30 LF 260 7 2104.521 SALVAGE CHAIN LINK FENCE LF --REDUREDFU-SUBCUTAREAS---1131'myds__ LF LF 445 LF LF 445 8 2104.523 SALVAGE CONCRETE 42" APRON EA 1 EA EA ---Yeown M.ron•LjieouT^n^a . _ _ _...... __ EA _ _-_.-BAT6 Te•0-_-_--._- Weu.yUf_ EA 1 9 2105.501 COMMON EXCAVATION (P) CY 2,407 CY CY 820 CY 219 CY 3.446 10 2105.507 HAUL & STOCKPILE EXCESS MATERIAL CV P CY 908 CY CY CY CY 908 11 2211.501 AGGREGATE BASE, CLASS 5 (MODIFIED) TON 1,260 TON TON 920 TON 184 TON 2,364 12 2360.501 WEARING COURSE MO(TURE SPWEB230B TON 445 - TON TON 360 TON 70 TON 875 13 2501.515.12" GS PIPE APRON EA EA 2 EA EA EA 2 14 2501.515 15' GS PIPE APRON EA EA EA 2 EA EA 2 15 2501.515 30" RC PIPE APRON EA 1 EA EA EA EA 1 16 2503.541 30" RC PIPE SEWER, DESIGN 3006 CL III LF 24 LF LF LF LF 24 17 2503.541 42" RC PIPE SEWER, DESIGN 3006 CL III LF 24 LF LF LF LF 24 18 2503.603 12" HDPE PIPE SEWER LF LF 83 LF LF LF B3 19 2503.603 15' HDPE PIPE SEWER LF LF LF 33 LF LF 33 20 2504.602 ADJUST VALVE BOX EA 3 EA EA EA EA 3 21 2506.502 CONSTRUCT DRAINAGE STRUCTURE EA EA EA EA 1 22 2557.603 INSTALL SALVAGED CHAIN LINK FENCE LF LF 445 LF LF 445 23 2557.603 FURNISH & INSTALL FENCE LF 871 LF LF LF 871 24 2571.541 TRANSPLANT TREE (SPADE SIZE 42") TREE 6 TREE TREE TREE 6 25 2573.502 SILT FENCE, TYPE MACHINE SLICED LF 1,635 LF 1,361 LF 460 LF 3,456 26 2573.530 STORM DRAIN INLET PROTECTION EA 1 fflEA EA EA EA 1 27 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 EA EA EA 1 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SY SY 255 SY SY 255 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SY 835 SY SY835 E3O 2575.525 EROSION STABILIZATION MAT CLASS 2 SY 38.0 SY SY SY 38 2575.604 ARTICULATED CONCRETE MAT SY SY SY SY 18.2 2575.605 TURF ESTABLISHMENT ACRE 1.75 ACRE ACRE 0:36 ACRE 0.25 ACRE 2.36 TRAFFIC CONTROL SHALL BE INCIDENTAL NOTES: (D SEE SHEET 3 FOR EARTHWORK TABLES. ® QUANTITY SHALL BE PAID PER ITEM 2105 -COMMON EXCAVATION (P). Q FILL SHALL CONSIST OF SUITABLE GRADING MATERIAL PLACEMENT AND COMPACTION OF ALL FILL SHALL BE INCIDENTAL TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS (CUT OR FILL). TOPSOIL SHALL BE USED TO DRESS ALL TRAIL SHOULDERS, DITCH SLOPES AND DISTURBED AREAS. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED. THIS WORK SHALL BE INCIDENTAL Q EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR AND SHALL BE PAID PER ITEM 2105 -HAUL d STOCKPILE EXCESS MATERIAL ® FENCE SHALL BE 3 RAIL WHITE VINYL FENCE. (SEE SPECIFICATIONS) TO EXISTING GRADE ADDITIONAL TOPSOIL STRIPPING IN CUT AREAS (4- TYP) TOPSOIL FILL FILL MATERIAL ' ADDITIONAL CUT FOR TOPSOIL IN TOPSOIL FlLL CUT AREAS (d- TYP) COMMON EXCAVATION CUT MATERIAL ADDITIONAL TOPSOIL STRIPPING IN FILL eTYPICAL CUT/FILL CROSS-SECTION AREAS (4- TYP) 2 NO SCALE SUMMARY OF EARTHWORK m da' .. ... ... - EARTHWORK 7.ABL63 _ _- _FROM _... ._. . . SRTSTa1,-- -fml- 1811 myds.' _ _ _790 yds. "• AEdl9oiul Esavadon for Toesoll In CUT areas SRTS Tra6 315 myds. -... .-Otsego EMmedary City Tad ..-_-... 37 a.yds._ AtdlSonal Toosdll Sbldolnn In FlLL areae SRTS Tai ....._ 248 a.Yds. ODep Elmadary WYTref ._...-_- 159 a.Yds.__ .. ._..-Meadoxlaltls tlry Tad 121 a.yds. ..__. TOTAL COMMON EYLAVATION QWJM 3446 w.yds. "(2)@ ..;man MonLat.m•]yPeeTOA,m._._.._. .....---- ..----"--Msdaatasmra'.m•o1FeeTrFrm -- -• ncUeapanya,.m•vp4eeTowa. -'--='--'---'--.'-_... _FlLL____' FROM EARTHWORM TABLES ' SRTS TaB _ J72_a.yds. Otsego Elemedary CDy.Tre6. 376.cuyds. ____-_ MeadwdaNs CRY Trdl - ..... � .- 331 a.Yds. Total 1082 Canpaglm Fecfor 13. REW:REO FIL-NOT WCLUDING AREAS SUSCUTFOR TOPSOIPNCEMENf 14 a.yds. ,® - Reuulmd Rll for-mizulin CUT erese -- --- - - ---_- ---'SRTSTral ST,arda._.: McWwAands Gly Tml .....__ Raaulmd FlllforvbMln FlLLareas- -- SRTS Tag 148'a.yda.- Olse90 Bemmtary Gly Ta9... .....159 a.yds. .. ._. Meadmwft Gy Tml Tod 870 Campngbn Factor 1.3 eb.Yds. REOUIRED FILL - SUBMIT AREAS: 1131 myds. SUIRAARY OF EARTHWOILK BALANCE _ COMMON EXAVATION QUANITIY� _ _TOTAL REDUHMEUFAL•NOT 0ICLUOWG SUBCUf AREAS 1401 --REDUREDFU-SUBCUTAREAS---1131'myds__ ..__- EXCESS MATERIAL dOYds IS mveoitaurnMARr 6RB T^e 039 cv.yU.._ _ ..:_p�po EbnclW CerTM-'__. _.___ •••cu Cy-•.. --- rou�roveouvAaaeLE mr c�.ya•.- ---Yeown M.ron•LjieouT^n^a . _ _ _...... __ _ ... _ _-_.-BAT6 Te•0-_-_--._- Weu.yUf_ �- NeWOMbm•C1ty TN os "yd'. _ ___. .. .Cmn -Men F•nv.� �1.]cuW. --- TOTU ToasoA Raouweo io-yti.- ^P^ -•• - ESTIMATED QUANTITIES 91LtT ��^ =^d I I BML Hokanson Anderson °� °P OTSEGO °i• L" "^ SAFE ROUTES - SCHOOL TRAIL mma CIAI En9lneera and Land Surveyors l a eenee BMLf7l 3601 63-4f n -Ave.. -Anoka, Nl-ne-Tla 55303 S.P. 86-591-02 13 came 765-627-5860 FAX 763-627-0520 rity nc nmcnn ••i•ru cenr• STORM SEWER SCHEDULE STRUCTURE DIAMETER MNDOT STANDARD PLATE CASTING FES 1 tY PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE CB 1 2T OWL 1 31 DOG CONCRETE APRON FOR REINFORCED CONCRETE PIPE FES 2 24' METAL APRON CONNECTION 3129A METAL APRON FOR CORRUGATED POLYETHYLENE PIPE FES 3 42' (SALVAGED) 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS FES4 30' ISTOOL GRATE & CONCRETE FRAME STORM SEWER NOTES: CB = CATCHBASIN FES = FLARED END SECTION TYPE 1 CASTING — CASTING SHALL MEET THE REQUIREMENTS OF STANDARD PLATE 4143E OR APPROVED EQUAL MEADOWLANDS CITY TRAIL — EARTHWORK TABULATION SRTS TRAIL — EARTHWORK TABULATION OTSEGO ELEMENTARY CITY TRAIL — EARTHWORK TABULATION I n...y =•wy mm 1w. W... •o•dfk•u.e. •, .w=n .•• ®oa SCHEDULES sora e,•w�.a M n,. •. v a.. ao ek.a .vv.md.n •� ff BML Hakanson Anderson N�06. °�^A 3 a.ry ue.e..a pnf..•wiai om••• .n4w fn• ie.• Il� -a \iV SAFE ROUTES TO SCHOOL TRAIL ei m• sfa• of umeyef0� ofciB CIh EnOlneen and Land Surveto ^.^, _— ^M—^^ ,,.'."—^^—. of /�� BML 3601 Thurston Ave., Anoka, Mlnn ,* 55303 S.P. 86—$91-02 13 ®2 763-427-5860 FAX 763-427-0520 �� STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE 3006G GASKET JOINT FOR R.C. PIPE 31 DOG CONCRETE APRON FOR REINFORCED CONCRETE PIPE 31248 METAL APRON CONNECTION 3129A METAL APRON FOR CORRUGATED POLYETHYLENE PIPE 4006L PRECAST SHALLOW DEPTH CATCH BASIN 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS 4143E ISTOOL GRATE & CONCRETE FRAME 7111) INSTALLATION OF CATCH BASIN CASTINGS 8150C INSTALLATION OF CULVERT MARKERS 9102D ITURF ESTABLISHMENT AREAS (AT PIPE CULVERT ENDS) 80001 1 STANDARD BARRICADES MEADOWLANDS CITY TRAIL — EARTHWORK TABULATION SRTS TRAIL — EARTHWORK TABULATION OTSEGO ELEMENTARY CITY TRAIL — EARTHWORK TABULATION I n...y =•wy mm 1w. W... •o•dfk•u.e. •, .w=n .•• ®oa SCHEDULES sora e,•w�.a M n,. •. v a.. ao ek.a .vv.md.n •� ff BML Hakanson Anderson N�06. °�^A 3 a.ry ue.e..a pnf..•wiai om••• .n4w fn• ie.• Il� -a \iV SAFE ROUTES TO SCHOOL TRAIL ei m• sfa• of umeyef0� ofciB CIh EnOlneen and Land Surveto ^.^, _— ^M—^^ ,,.'."—^^—. of /�� BML 3601 Thurston Ave., Anoka, Mlnn ,* 55303 S.P. 86—$91-02 13 ®2 763-427-5860 FAX 763-427-0520 �� TEMPORARY PERMANENT PERMANENT TEMPORARY SLOPE TRAIL TRAIL SLOPE EASEMENT EASEMENT EASEMENT EASEMENT 1--�3��13, VARIES T -P) I I VARIES I (5' TYP) ID' 2' CLEAR -2' CLEAR 20NE f2TURF SHOULDER SHO LDERI HOOL I RXING LOT I I 4 I I TYPICAL SECTION - SRTS TRAIL 1 STATION 1+00 TO 7+48.11 q NO SCALE SCHOOL DRIVEWAY TYPICAL SECTION - SRTS TRAIL /-2-',STATION 7+48.11 TO 14+52.45 q NO SCALE EXISTING ROW PERMANENT TEMPORARY TRAIL SLOPE FASFMENT EASEMENT TYPICAL SECTION - SRTS TRAIL 3 STATION 14+52.45 TO 18+33.99 4 NO SCALE SRTS TRAIL NOTES (DTEMPORARY EASEMENT BETWEEN 20+36.96 TO 22+36.96 ONLY. ® TRAIL CROSS SLOPE TRANSITIONS BETWEEN STATIONS: 13+00 TO 14+00, 17+50 TO 19+50, AND 26+50 TO 27+35.54. C, ALL SLOPES SHALL RAVE A MAXIMUM SLOPE OF 4HAV EXCEPT WHERE DESIGNATED BY ENGINEER, SEE EXISTING ROW PERMANENT TEMPORARY TRAIL SLOPE EASEMENT EASEMENT TYPICAL SECTION - SRTS TRAIL � (4)STATION 18+33.99 TO 22+36.96 NO SCALE 2' CLEAR ZONE 2' CLEAR ZONE 2.0' TOPSOIL 100' 2.0' TOPSOIL (2.5' DEPTH) (2.5 DEPTH) I:d MqX 2�%© TO EXISTING GRADE TO EXISTING GRADE 1.A Mp �,.... J d:l M tEDGESTTAMPEDSAT E45')TMPE SPWEB2308 PLACE ON APPROVED SUBCRADE 5" CLASS 5 AGGREGATE BASE TYPICAL SECTION - SRTS TRAIL STATION 1+00 TO 13+50, 18+00 TO 19+OD, g & 26+93 TO 27+35.64 q NO SCALE 2' CLEAR ZONE 2 CLEAR ZONE 2.0' TOPSOIL 10.0 2.0' TOPSOIL (2.5' DEPTH) (2.5' DEPTH) 2.0% A TO EXISTING GRADE TO EXISTING GRADE -,NA �APPROIED �,- 1:d.DGESTUMINOUSTAMPED ATE R)TYPELVWE450308 45* PLACE ON RADE 5' CLASS 5 AGGREGATE BASE TYPICAL SECTION - SRTS TRAIL /T1 STATION 13+50 TO 18+00 & 19+00 TO 26+93 umonHakonsonA Anderson CMI Englnabn and Land S"lly- 5601 63-4t2n Ave., Anoka, -421... toGS 55303 763-627-5860 FAX 763-427-0420 2.0' TOPSOIL Lam. 10.0 2.0' TOPSOIL (2.5' DEPTH) I I (2.5" DEPTH) lo< MAX I 2.0% ��T0 EXISTING GRADE TO EXISTING GRADE �� 1I LEDGES UMINOUSAMPEDAT EAR TYPE SPWES230B PLACE ON APPROVED 5' CLASS 5 AGGREGATE BASE SUBGRADE TYPICAL SECTION - OTESGO ELEMENTARY CITY TRAIL g STATION 1+00 TO 20+68.94. q NO SCALE E NAHUA AVE N.E. w 10.0' 2.0' TOPSOIL VARIES (2.5" DEPTH) 2 O% `TO EXISTING GRADE SLOPE VARIES (EDGES5"B TUMINOUSTAMPEDAT E.AR.11E SPWEB210B PUCE ON SUBCRADE 5' CLAS 5 AGGREGATE BASE TYPICAL SECTION - MEADOWLANDS CITY TRAIL 9 STATION 0+00 TO 4+55.13 q NO SCALE LOCAL A TRAII NOTES, D) TYPICAL SEPARATION BETWEEN NASHUA AVE. BITUMINOUS EDGE AND MEADOWLANDS CITY TRAIL BITUMINOUS EDGE IS 14 FT BETWEEN STA 0+00 AND 2+50 AND B FT BETWEEN STA 3+00 AND 4+55, TOP OF PAVEMENT a v � _ i o $ F owQ � a -F-7-D rc� izo 1r 5% O.D. 6- IN. (D FOUNDATION+( (MAY NOT BE I� REQUIRED) I TRENCH WIDTH I PLASTIC PIPE INSTALLATION REQUIREMENTS FOR STORM NSSEWERR AND CULVERTS SCALE CORRUGATED POLYETHYLENE PIPE AASHTO M294 NOMINAL MAX COVER TRENCH WIDTH TRENCH WIDTH PIPE DIAMETER FT. < 10 FT. > 10 FT. 1z- 20 o 15• 20 54" 54" g" 15 58" 64' 4• 15 64" 86" NOTES: MAXIMUM NOMINAL PIPE DIAMETER IS 36" FOR STORM SEWER AND 48" FOR CULVERTS. THE NOMINAL SIZE FOR THE PIPE IS BASED ON THE NOMINAL INSIDE DIAMETER OF THE PIPE. • EMBEDMENT MATERIAL PER SPEC. 3149.20 MODIFIED TO 1009 PASSING THE ISIEVE. CONSTRUCTION REQUIREMENTS PER SPEC. 2451 MODIFIED SO THAT EMBEDMENT MATERIAL IS COMPACTED IN IOOX MAXIMUMDEIFORM NSITY ASERS B* OR DETERMINED LESS THE SPECIFIEDTHICKNESS DEENSITY METHOOSE D OF SPEC. AND 210T5. TO BEDDING SHALL BE CLAS 8 PER SPEC. 2451.3 DURING CONSTRUCTION PIPE UNDER SHALLOW COVER SHALL BE PROTECTED FROM POSSIBLE DAMAGE DUE TO LOADING FROM HEAVY EQUIPMENT. © THE ZONE IMMEDIATELY BENEATH THE PIPE WHICH SHALL ONLY BE COMPACTED SUFFICIENTLY TO PROVIDE UNIFORM SUPPORT, UNLESS MODIFIED BY THE SOILS ENGINEER. Q) BASED ON SECTION 12 AAS14TO LRFD BRIDGE DESGN SPECIFICATIONS. ® BASED ON SECTION 12 AASHTO LRD BRIDGE DESIGN SPECIFICATIONS WITH MODIFIED MINIMUM TRENCH WIDTH. TYPICAL SECTIONS��l >O D�C><.+/�A SAFE ROUTES TO SCHOOL TRAIL i � EGV S.P^86-991023 TEMPORARY PERMANENT PERMANENT TEMPORARY SLOPE TRAIL TRAIL SLOPE E EASEMENT EASEMENT EASEMENT EASEMENT 16' 1- _ 3' 14' VARIES 13' 34' TYP VARIES I I (20' TYP) I I 10 GRAVEL 2 2' CLEAR SHOULDER_ ZONE I VARIES 2' TURi 2' TURF SHOULDER SHOULDER, SCHOOL DRIVEWAY TYPICAL SECTION - SRTS TRAIL /-2-',STATION 7+48.11 TO 14+52.45 q NO SCALE EXISTING ROW PERMANENT TEMPORARY TRAIL SLOPE FASFMENT EASEMENT TYPICAL SECTION - SRTS TRAIL 3 STATION 14+52.45 TO 18+33.99 4 NO SCALE SRTS TRAIL NOTES (DTEMPORARY EASEMENT BETWEEN 20+36.96 TO 22+36.96 ONLY. ® TRAIL CROSS SLOPE TRANSITIONS BETWEEN STATIONS: 13+00 TO 14+00, 17+50 TO 19+50, AND 26+50 TO 27+35.54. C, ALL SLOPES SHALL RAVE A MAXIMUM SLOPE OF 4HAV EXCEPT WHERE DESIGNATED BY ENGINEER, SEE EXISTING ROW PERMANENT TEMPORARY TRAIL SLOPE EASEMENT EASEMENT TYPICAL SECTION - SRTS TRAIL � (4)STATION 18+33.99 TO 22+36.96 NO SCALE 2' CLEAR ZONE 2' CLEAR ZONE 2.0' TOPSOIL 100' 2.0' TOPSOIL (2.5' DEPTH) (2.5 DEPTH) I:d MqX 2�%© TO EXISTING GRADE TO EXISTING GRADE 1.A Mp �,.... J d:l M tEDGESTTAMPEDSAT E45')TMPE SPWEB2308 PLACE ON APPROVED SUBCRADE 5" CLASS 5 AGGREGATE BASE TYPICAL SECTION - SRTS TRAIL STATION 1+00 TO 13+50, 18+00 TO 19+OD, g & 26+93 TO 27+35.64 q NO SCALE 2' CLEAR ZONE 2 CLEAR ZONE 2.0' TOPSOIL 10.0 2.0' TOPSOIL (2.5' DEPTH) (2.5' DEPTH) 2.0% A TO EXISTING GRADE TO EXISTING GRADE -,NA �APPROIED �,- 1:d.DGESTUMINOUSTAMPED ATE R)TYPELVWE450308 45* PLACE ON RADE 5' CLASS 5 AGGREGATE BASE TYPICAL SECTION - SRTS TRAIL /T1 STATION 13+50 TO 18+00 & 19+00 TO 26+93 umonHakonsonA Anderson CMI Englnabn and Land S"lly- 5601 63-4t2n Ave., Anoka, -421... toGS 55303 763-627-5860 FAX 763-427-0420 2.0' TOPSOIL Lam. 10.0 2.0' TOPSOIL (2.5' DEPTH) I I (2.5" DEPTH) lo< MAX I 2.0% ��T0 EXISTING GRADE TO EXISTING GRADE �� 1I LEDGES UMINOUSAMPEDAT EAR TYPE SPWES230B PLACE ON APPROVED 5' CLASS 5 AGGREGATE BASE SUBGRADE TYPICAL SECTION - OTESGO ELEMENTARY CITY TRAIL g STATION 1+00 TO 20+68.94. q NO SCALE E NAHUA AVE N.E. w 10.0' 2.0' TOPSOIL VARIES (2.5" DEPTH) 2 O% `TO EXISTING GRADE SLOPE VARIES (EDGES5"B TUMINOUSTAMPEDAT E.AR.11E SPWEB210B PUCE ON SUBCRADE 5' CLAS 5 AGGREGATE BASE TYPICAL SECTION - MEADOWLANDS CITY TRAIL 9 STATION 0+00 TO 4+55.13 q NO SCALE LOCAL A TRAII NOTES, D) TYPICAL SEPARATION BETWEEN NASHUA AVE. BITUMINOUS EDGE AND MEADOWLANDS CITY TRAIL BITUMINOUS EDGE IS 14 FT BETWEEN STA 0+00 AND 2+50 AND B FT BETWEEN STA 3+00 AND 4+55, TOP OF PAVEMENT a v � _ i o $ F owQ � a -F-7-D rc� izo 1r 5% O.D. 6- IN. (D FOUNDATION+( (MAY NOT BE I� REQUIRED) I TRENCH WIDTH I PLASTIC PIPE INSTALLATION REQUIREMENTS FOR STORM NSSEWERR AND CULVERTS SCALE CORRUGATED POLYETHYLENE PIPE AASHTO M294 NOMINAL MAX COVER TRENCH WIDTH TRENCH WIDTH PIPE DIAMETER FT. < 10 FT. > 10 FT. 1z- 20 o 15• 20 54" 54" g" 15 58" 64' 4• 15 64" 86" NOTES: MAXIMUM NOMINAL PIPE DIAMETER IS 36" FOR STORM SEWER AND 48" FOR CULVERTS. THE NOMINAL SIZE FOR THE PIPE IS BASED ON THE NOMINAL INSIDE DIAMETER OF THE PIPE. • EMBEDMENT MATERIAL PER SPEC. 3149.20 MODIFIED TO 1009 PASSING THE ISIEVE. CONSTRUCTION REQUIREMENTS PER SPEC. 2451 MODIFIED SO THAT EMBEDMENT MATERIAL IS COMPACTED IN IOOX MAXIMUMDEIFORM NSITY ASERS B* OR DETERMINED LESS THE SPECIFIEDTHICKNESS DEENSITY METHOOSE D OF SPEC. AND 210T5. TO BEDDING SHALL BE CLAS 8 PER SPEC. 2451.3 DURING CONSTRUCTION PIPE UNDER SHALLOW COVER SHALL BE PROTECTED FROM POSSIBLE DAMAGE DUE TO LOADING FROM HEAVY EQUIPMENT. © THE ZONE IMMEDIATELY BENEATH THE PIPE WHICH SHALL ONLY BE COMPACTED SUFFICIENTLY TO PROVIDE UNIFORM SUPPORT, UNLESS MODIFIED BY THE SOILS ENGINEER. Q) BASED ON SECTION 12 AAS14TO LRFD BRIDGE DESGN SPECIFICATIONS. ® BASED ON SECTION 12 AASHTO LRD BRIDGE DESIGN SPECIFICATIONS WITH MODIFIED MINIMUM TRENCH WIDTH. TYPICAL SECTIONS��l >O D�C><.+/�A SAFE ROUTES TO SCHOOL TRAIL i � EGV S.P^86-991023 Go PoUR / TO ANCNORUBLOCNS '�CULI'� 1.0' CONCRETE BLOCK I NON -WOVEN FILTER COVER 3 R. TRANSRICN 10 R. CONCRETE APRON IOEOTEXnu: rARRIC - f RIGH DENSITY ADJUST Tp FINISHED GROUND AS SPECIFIED 1 DROP CURB 10 R. / �/ �/ •• // �POLTETNELENE FRAME BASE OF FRAME FINISH[D CRAOE A A B L� SHAPED d TO 2_ CAST _ FIT INLET TOPOP NSION STEM TRUNCATED PEDESTRUN RAMP INSERTS E BOX ASSEMBLY 3 R. TRANSITION _ p — = A TYPICAL DROP CURB - BIKE TRAIL t #j0 17,L, NO SCALE e"0 SIDE VIEW DIMENSIONE IS GIVEN ON 2U — TYPICAL CONSTRUCTION SEQUENCE STD. PL 3100 d 3110. — — — — MR SILT -SAVER FRAME d FILTER T� T- B 1. EXCAVATE APPROXIMATELY 4" TO 6' BELOW INE TOP Or 2 SOLID CONCRETE BLOCKS YIN A' TXICIt 5X PREFERRED SLOPE 1.5" BITUMINOUS MAT USE ED W. 0 FOR PIPE ARCH (SEE THE INLET STRUCTURE. 1. PLACE THE FRAME ONTO INE INLET STRUCTURE, YIN B % 12 YON A OMGREIE BLOCK K BN MAX. SLOPE -V , r- .,-,�v_. „ , .., r„ .•,, �: .:'PL`,=:-•.?;=' rN .'J' '�:�: 4'' C.t',� �+n SfO. PL 3110 PoR EQUNR.IIDC)ULJ,TE ENSURING PROPER SEATING OF FRAME TO STRUCTURE. YIN B• X li - .,-•: ? .,Qy, 1,/1'. ;r I CONCRETE IiLOCK J. SLIDE THE FILTER OVER THE FRAME. RAVEL. 4. FILL ME FILTER POCKETS WITH SOIL. /57 GRAVEL OR NOTE: ALL VALVES SHALL BE FITTED WITH EXIEMSION STEMS TO 4" THICK CONCRETE APRON 3, BEOiE%IIIE FABRIC EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND BRING INE OPERATING NUT TO WITHIN 1' OF THE SURFACE. J SECTION A -A ARIICIRAT[0 CONCRETE BLOCK SHALL DE A HANOPLACED INTERLOCKING CONCRETE AND INLET STRUCTURE KTTNO SCALE BLOCK SYSTEM OR CABLE CONNCCEO CONCRETE BLOCK MAY. FOR PIPES CREAM THAN OR EQUAL 10 4B', USC 1.0' 9. BACK FILL AROUND INE FRAME AN FILTER ASSEMBLY IS NOT FILLMUIAR TO COMPLETE INSTALLATION; FILTER HOWEVER, orFABRIC PER .n/DOT SPEC. 3733. FABRIC SHALL COVER THE AREA OF BACK FILUNO MAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR INE SITE. TYPICAL BUTTERFLY VALVE & THE ARTICULATED BWCN MAT AND EXTEND UNDER INE CULVERT APRON 3 FEET. ® U A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS BOX INSTALLATION 12" FE MUST BE TIED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING mm THE FINLSHED EDGES SHALL BE CUT FLUSH TO ME BLOCK. SILT-SAVE5Q OVER WATERMAIN 5 NO SCALE 5 NO SCALE ARTICULATED CONCRETE BLOCK AT R. .R. OUT T SILT-SAVDI, INC. 5 xe Mui WWW.SILiSAVER.COY GROUT BOTTOM TO SLOPE 3• / TOWARD PIPE AS SHOWN / BY ARROWS. DJ WOOD FIBER AACENT A 1 BLANKET MULCH PROPERTT --• END Of UPPER BLANKET 1 / I Y TO OVERLAP BOROY l / PIPE U.G0T 2573 MACHINE SLICED OR PR[ASSGED ORBURIED END OF BLANKET IN 6' OEFP 1r�� VEXTICAI, TRENCH YIN. 2 1/2' OVE GROUND OPTION HARD SURFACE PUBLIC ROAD � AS APPROVED BT INE GRT ENGINEER. /TOP Qp. ONCRETE ENCASED / ADJUSTING RINGS Mn/DOT •,l'OA' PLATE UNA 6'X6' EARTH Fill ' STOOL TYPE GRATE II � I 11ARRML HOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING To Yn/DOT SPECIRGTION 2573.3X2 WITH 6� MINIMUM 2" TRICK CONCRETE ADJUSTING RINGS 6' APRON IRE FOLLOWING E%C[PIIDNS. ADJACENT STRIP EDGES 5.. `� MINIMUM (2) AND MAXIMUM (4). 5' MOTS - 6' MAILON CENTER SHALL BE OVERLAPPED A MINIMUM OF 6'. 1•-1• WASHED ROCK rsilc$: MINIMUM 2' PENETRATION PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES S" a AN OPTION. BRICK OR CONCRCR R[f. YnDOT SB86 SHALL BE USED PLACE OF METAL WIRE ETAPLES, BLOCK MASONRY MAY BE USED. SEAL PIPE FO�� EE STANDDAARD ON BI ARE ACCEPTABLE PRODUCTS ECOCSAND BEN WITH CPo� g WOOD OR USE TO FASTEN WOOD FIBER BLANKET. ROCK CONSTRUCTION 4002. CONE SECTION DETAILS Of 1002 DO NOT APPLY. ENTRANCE NO SCALE " WOOD 0: 41�SILT F Na c 5 xo su WOOD FIBER BLANKET INSTA 1 eTION ON A T R WHILEUNEAR GF NOT rAm LE551HN1 '•� 0.12 SO. IN. PER FOOT OF INDENT. e j a OPE NO SGIE ,. Po CONE. BASE 9 , FOR 2~ TERMATIE PRECAST E CONCRETE WE. E i SECTION A -A STANDARD PLATES INDEX. BASE REI RCEYENT: 0.12 S0. IN. PER FOOT IN EACH DIRECTION. C DATE REVISION I n.rcle envy uel ml. Rmn, .vnllcen°n, °. open .e. " d ulyQ.nMPl F��''- Makanson Anderson an onDETAILS 11411, QIAIL AID HEY1n.slo.m u„� *—..- cml EnBlneen ane wnd su vrn O��j GO SAFE ROUTES TO SCHOOL TRAIL Ave0 Anoka, 55303 S.P. 86-591-02763-427-SB6D I®��I,63-427Thursto vww.hotraneon-nnAnncnn.nnm -427 05f. FAX 763-427-0520 l f:ITV fTC fTTCMFT 1111JIJCCRTe _.� - - - - - - - - - - - - - - - - - - - - - - - RE Y A su —T -OW -M -HO -ME PERMANE-, UT EASEMENT TO MY (0 A) 2N EASEMENT owl 1 Tl -3 L --- j :1 U) c T rq I - - - - - - - - — - - - rl u Cr G- Fo - - - - - - - - - - - - �lp c5l ----------- ------------ -Y� L- - - - - - - - - - - - - - - - - - L- - - - - - M r- ---------- 19 ----------- I m L --------- --- > .13 Mi A > Lo (A~ryeSo o �E m 0 z t 0 0 En "o > v LCBEBD �--e— sRT fEMCE. SEE® 01%0EE\ sO U=RE 270 �(• N \ SEE. MIXN E 250 p,R4'/ 4fH%qR n ® ROCK CONSTRUCTION EMMM(a)I Bi HQ to, Y %� ARTIgMlEO CONCRETE BLOCK. SEE ® _ --8.• \ r^P CATEGOM ] EROSION CONTROL BW KOQ ® CLASS 2 EROSION STABRQATION YATQ Q �� ® INLO PROTECTION. SEE® 2 ] S - b DRAINAGE ARROW •• O ' i� - O ♦ -- ��- �� \ \\ �4 REFERENCE NOTES:••••� Q+ �' - 4"' Q1 PRIOR TO EXPORTING MATERIALS OR DEB 5, CONTRACTOR _ _t- r 'N:-- ' ----- -- - SHALL \ Q\ SHALL PROVIDE A ROCK ENTRANCE PER( \ ~� _ r \\ ® INLET PROTECTION FOR CATCH BASINS SHALL MEET THE •• ~ +'� � ~- ""I \ REQUIREMENTS OF ® _-_ \ \ ® ALL INLET PROTECTION DEVICES SHALL BE PAID PER ITEM \ 5.7 S.Y. EROSION CONTROL BLANKET o \ 2573-STORM DRAIN INLET PROTECTION. QCLASS 2 EROSION STABILIZATION MAT SHALL BE PLACED AT ALL \\ \ DOWNSTREAM APRONS AS DIRECTED BY THE ENGINEER. EROSION 1330 LF SILT FENCE \ STABILIZATION MAT SHALL MEET THE REQUIREMENTS OF MnDOT \ STANDARD SPEC 3888.LL �• Q THE SILT FENCE SHABE PLACED AROUND THE PERIMETER OF THE DELINEATED WETLAND EDGE. WHEN THE CREEK IS TO BE \ CROSSED. THE SILT FENCE MAYBE REMOVED WHER"ECESSARY \\ TO COMPLETE CONSTRUCTION. ALL CONSTRUCTION INR so o s0 tm AREA (CULVERT EXTENSIONS, ALL FILL. ETC) SHALL \ COMPLETED WITHIN 48 HOURS OF REMOVING SILT FENCE, SILT` FENCE SHALL BE PLACED AT THE NEW CONSTRUCTION LIMITS. \ ®'EROSION CONTROL BLANKET AROUND FLARED ENO SECTIONS SHALL BE PLACED PER Mn/DOT STANDARD PLATE 9402. ROCK CONSTRUCTION :,v Fii'v'n'�! �••+• .� N.E. v RIVER ROAD ENTRANCE .•y rL RIVER ROAD)675 S.Y. EROSION • .n CONTROL BLANKET \ 113 S.Y. EROSION CONTROL BLANKET dt S.Y. EROSION CONTRO_________________________ _--____ L----- BLANKET Y ! . ________ _____ ______ J j 270 IF SILT FENCE (+35 V-L-I� I AFTER CROSSING CREE}J ® I _ -- .`••'/ \ I I-----_-_ / C✓ ♦ I R- f' .� TT___1---R---TT---T'--R---T�� \ 1 7.1 S.Y. STABILIZATION MAT q I I 1 •� I 31 S.Y. STNBILIZA930N MAT �/� i a� �1 I 9 I I •� I i I i fr I I 4, I I j i moi. \ \�\ I 18.2 5. ARTICULATED -- J !11 I I I I I I I 1 1 I I ^ CONCRET BLOCK 1 it 11 L___L__J___J L___L__J I a I i m o \ 41 s0 100 -"1 11 11 ; //-----r----------------------------- / R 1 suTE IN PRA ME CREEll LAN", !T DATE REVISION I n...eE Ih ua IAI• Won..v.dr¢onen. o. n n .o ®c sxcn P_ BML Hakanson Anderson QTSEW EROSION CONTROL PLAN aE e.h Ik.n•W Prot.••toml In•v vnG•r Ih• b•• SAFE ROUTES TO SCHOOL TRAIL •i u• srm. m uu,n 1•. KO.I ��. I--r.1 rm,1,, CI,H En In— nd Land S... en pp /,l/pA DMS I►".L II 1 II y 5601 63-42 n Ave0 Anoka, -427 OS 55303 S.P. 86-591-02 LJ LJ LLJ LLLJJJiii 763-427-5860 FAX 763-427-0520 �� ,,,_„ -- ,,1, 1 13 °rs CURB ENDS 'L44'/NC 't%4gy'`� ', -86 g•. '� '!. SAWCUT 47LF BIT. A6°"°" 60r "o AT MATCH POINT TRANSPLANT 6 TREES (2"-4" DIA) yg - \ P LEGEND: _ ^b>o �'"ti' �'� -- `\ 'RELOCATE 5' WEST/SOUTH OF ,1 __= �� \ p •P u , w �� ^07S „"¢.. �.`"..,``\;` NEW BITUMINOUS TRAIL EDGE \1\\\ __-918-__-'[XISTIND comm"" `gip-- 'Bj1•'____- `\ Vl��S`,(��.\`[ ) \ / 0/ ` "' -� `\\\�` ; TRCE lME 1 / /// `1\ 6�""�""''i•' �� /'/ "__-- �`'^`C '\� ®e \ \ /' T \ \ \\\` O " 97 / vkovcRTr UNE b � \ J- OG : EOG DrBnuulxous >> /R •\ ° .vr"7";'"/ "moi EDGE Or DRAVCL CURB R GUT - — - - RICNf-0T-WAYTER 1 I \ \ \ ` ` +...�." i Dµ•1 `II ( O - �l"\t '�.!/ /'� / \ �_ \ \ G \\`. \ --_�--873 i 1 '/ r...• � —»---- [%ImNO STOW SEWER I \\ .\. \ ua �` �� -- —I UN C"MNUNX FENCE-� _-\ \\ ` ``\ B ^"I' , \.•w �___ _-__ 887 "'" // / 1� \ BARBED WIVE MCE ' ` / l \ —W OWNFATEG WETLAND EOG[ it \ ` - ` \`Bj1s �\ _-_-" '40,' `°> > °\ - C UNDERGROUND OAS LINE /^ PG —UNDERGROUND POWER - G—GVOINEAD POWER`\b°\A,\�; REFERENCE NOTES: / \ \S`•�` - T-BUR—uNu[ReRouNa TrLP"ONE `e .` \. \ \\\ \ \\`\ Q REINSTALL APRON AFTER PIPE HAS CATV —UNDERGROUND aBIE T \ \\ \ \ \\ BEEN EXTENDED. REINSTALLING APRON O n n unun PEDESTALS / ` ` \\. SHALL BE INCIDENTAL \ \ \ / \ © EACH TRANSPLANTED TREE WILL BE NYORAHT W/ VALVE/ PAID PER ITEM 2571—TRANSPLANT VALVE TREE(SPADE SIZE 42") SIGN OBIRD "OUSE \ \\\\1 o POW" POLE • POWER POLE GUIDE WIRE j // /J__• CI ll'\ 1 1 �\ I 1 I 1 1 1 I 1 I SAWCUT 5OLF BIT SEF BIT 1 \ REMOVE 54 SY BIT BIT REMOVE ll I j '112B SY BIT PAVEMENT REMOVE 43 LF 15" CMP I REMOVE SSLF 15" LMP / SAWCUT 36LF BIT REMOVE 144 SY BIT PAVEMENT REMOVE 30" CONCRETE APRON I j I 1 �� ___-_-�_ --- - =U.iT.. �f SA@A�AND REINSTALL 42" ,,..v�.� I STATE v ri�.rrl...,1 . •; I N.E. jjNE♦\ Fv:+v CONCRETE APRONROAD) "' E. is I j I \ STA 27.35.67 1 y____ -I - / SAWCUT 1OLF BIT 1 �+. r\' __-__ _____S _866-}__-- 1 ®c ____ I re®a•w w ewDe by"�" "''" _ -___ -_ ______ - __=x --__ - - __- ��_-884____-��- _ BIT 6 F' _ ---y— t- �— _ i"I -T�r •/'Y'�j+p 6�_—_ 4 I SA__ J•�-�s-7-Jxe6.-+-• �� :\ic=°�41 _ ��-..., t / \ `=� n- --- —-------------- - b � E� -- 9 / -------- __- 1 \1 /... ice' ��__-"°er`�+� �\ y-�1 r'-'✓ �T I l IfyfyPP � �� •9 ``�:� II B's6 \LAI �(\ ai °e• � \ \\ \ \ \ 1'_T -__r .� TT___rl___TT_-_T-__�___T�- \ I / /// I / •D ;Z `A A� \ \ \ 1 1.�\I - I / I\ I p 1 I�•C I I I I I I I I 1 ^/ I/ / 1 I ( 1 ✓� 1 ✓ I I L- / \ I I I I I I I I I er I I I I �// QQ/ \ \ ♦ \ �o B6� \ DELINEATED ED WETLAND 1 h I (DELINEATED AUC. 2010) 1 !�� I -_--- -1 1 +�•rj I I j C I I •y I I .3 I I / I •, I ,� I I I I I / \ ' •\ �, I / I 1 •` I I I I I i 1 I I I I I r- t ' A l S I {/��/ F' /f ` \ \ 1 I D> J / )/ u�1 / j 1 I I I I I d6 1 /II 11 \ \ \ 1 I-_- / ij-r 1✓ 1f` L_-_L__J___J L___L__J ___J L___L__J__J/ L i / / g/ / r i ,fir•\ I FPgTJ;T/ ILLI I I \\ \\ 1 1 1 C3 I / DO � ! \ \, \ 1 1 ___� 1 III /// / / 1 •9 • III I II s\ 6a G 50 loo 1 I _ -•\ 1 ; -O _-_---- _ __________________ R L. II Fil PRA EULL w tt6t 11 \ �' \I 11r/ I J, �''''.%1_---_"� C• ♦-"..hc.E.iC-.`.7,;:E1�1� C ! . . i —71 8 DATE REVISION I n..,lW wrlliE Innl IM. P, .vean.ellon, nr..Den ... DR>mm TOPOGRAPHY & REMOVALS S1�' p. " er m• w .nd,. any n ,nv...l•me arse —I Hakonson Anderson O °�� e e.ry una..a Pnb,umwl u „ne.r m. m.. -a-� SAFE ROUTES TO SCHOOL TRAIL BML ei 1n. slm. et nnny� I®n Civil En8lneen and Land Surveyors of !///J0 0-5 I.I. 3601 Th1-427 Ave„ Anoka,763-427 oto 55303 S.P_ 86_591-02^-^_ 13 I I ttt 763-427-5660 FAX Anoka, 3-4272 55303 J \� \O?SfGO \ Z E 112n POIPE 10 1LF H41 X OPE'.� PARk/Ar0 4O�r �!� O BEGIN S.P. 86-591-02 R v 125' g. '1- tp iaHtlaF 61SUM qq 1` yo + A = 63'09'14' r o L = 137.78 % % �.:r :.. `.\ S R = 200' MATCH EXISTING R ' ..aa' m ,1.0 S _ L v 242.78 69*32'44• BIT EDGE '''' o ♦ P°•Q+�'e �� R = 125' FES 1 $ % �/� 4.• R 125' 6912'20' .r �. '� A = 89'S7'14•`SS�� . 1 QS+`^ \\ L = 151.71 ...,' ``� -----' 4 o L = 196.25 R = A'. 5' `` - �''� �ead• a A = 26'00'53. -_- Pr^' L v 56.76 EXTEND EXISTING 12• HOPE SEWER PIPE. (6) TRANSPLANTED TREES , REFERENCE NOTES: \ / \ Q 4 CONNECTING TO EXISTING HDPE PIPE SHALL BE MADE / PER MANUFACTURERS RECOMMENDATIONS FOR SOLVENT WELD BOND CONNECTION. THIS SHALL BE INCIDENTAL TO FURNISH AND INSTALL 12• HDPE 1, \ SEWER PIPE. K.......................................... a 9 SEE SHEET 10 ..... .. ..... NI 27 , ...•. M A:- 7.53 H Z Z N :..$�5.. •..e&5............:.........:.........:.........:........p ......._ ........p ..................:... '^ 11 LOW VDBR EI2V ? 673.38 13 PVIPO STA N.. ... ... ... .... ..js. 1% C! 6g mfo mg v.. mg ..R .. ^&.. ... ... ... ... CIA.. 1 .. -..... :..$9 a p!1 IOM' POINT STA -:3+9C87 ........:...... :PVI.DP. A:4Ta•Sp..B3.:... ..... ...... ..... ..... ..... ..... ..... ... ..Z ... ... ... ..... ..... ..Q. 4 3 4 ...................................................... 6 :..........PVI•STA.e.3�,pp....... :......... PVI ELN = 87.320 ;. A.D. v f.Be ; K a 5317/ 10 1 12 3 DATE REVISION _ I n.r.b =•aur Inm II9. Pv^..P.ano.+i=^. m nPml •°• ,.P,. e a m. m °.ae mr au•a •°wn"°^ °^1 + 'Hakanson _ BD A.D* 82.8: I 00':VC 9 119 1% tin I "AlL Alluf0I m. sla. �BML .. ...$0... CMI E.91...rO and Land Surve70n 8$5...i......_..i ....................................... •• I TOD.OD'.Vc 1 .••.•• .... •: 1 +50 Tb.— Ave.. Anoka, 111-...1. 35303 763-427-5660 FAX 763-427-0320 1mi UR E1aV .:Be/e1 13 s F �.. Eiv �A.� -0 oM i. nese A " ei.w .i 6 j 6 :.. ..... ..... ..... ..... ..... ..... ..... ....I.... ..I... ...% 'c i'1.72 .. .... .. D.'d'3. .. ..$�0...:.........:... ECINS.: -691- ...:.........:..... .:. .... .:..........:............................. 30.00' VC I 1 :K.20.Be: : 1 • STA 1+00 6 ;E%ISTING PROFILE: Sa.Op' VC I 1 'Ipp,py yp • ? ... 75. $ZS...i.........i........i r....... a i........i .................:... ........:. ... :....... �...• a.. p a " ......... L - a ,: —_ --- --- -- _ ' ...:.........:..•••.. ^-"E%ISTINC'1i•'HDPE' PIPE ..... ,......... ,.........:..........:......PROPOSED. FD.P.ROFILE............. .................... .......... .......... ..... ..... ........�. `. .... ...... _ .,.. ..:.........:.. Lpr G ;INV=873.0 — _ —..... 6S. • �121F (MCL 7AETAL APRO .... ..:....... :.. ..... ..... ..... ..... ..... ..... ..... ..... ... .... ..... ..... .865...:.........:........... ...... �_u ... Y'HOPE' SEWER' PIPE Q... ciamrro 12• DPE t.PIPE : ..... ....... ..... $4 ..... .. . .. K.......................................... a 9 :..$�5.. •..e&5............:.........:.........:.........:........p ......._ ........p ..................:... '^ 11 IN "lv 13 f .. ... ... ... .... ..js. 1% C! 6g mfo mg v.. mg ..R .. ^&.. ... ... ... ... CIA.. 1 .. -..... a m: mlo 6$ B$ mg 4 5 4 3 4 5 6 B 9 10 1 12 3 DATE REVISION _ I n.r.b =•aur Inm II9. Pv^..P.ano.+i=^. m nPml •°• ,.P,. e a m. m °.ae mr au•a •°wn"°^ °^1 + 'Hakanson _ Anderson D�+/�/� r�r# CONSTRUCTION PLANS SAFE ROUTES TO SCHOOL TRAIL 9 119 1% tin I "AlL Alluf0I m. sla. �BML CMI E.91...rO and Land Surve70n a �7EGOel S.P. 86-591-02 3601 Tb.— Ave.. Anoka, 111-...1. 35303 763-427-5660 FAX 763-427-0320 A -A A -._. -- ------.......�....-. 13 1 I I � 1 I j 1 1 1 1 \ I I I L = u..u. 1 I"/ / !tea I I I 1 L_------' I :) I / / ! !� 1✓ // ��(- I I 1 i i 1 E) II �___L__1___J I 1 ! ! � __ R = 231.42•. SO D SD 100 .1. .,.. \ A = 11.4716' 6C.LLL IM RR REFERENCE NOTES: Q REINSTALL SALVAGED APRON AFTER PIPE HAS BEEN EKTEHOED. REINSTALLING APRON SHALL L = u..u. 1 I"/ / !tea I I I 1 L_------' I :) I / / ! !� 1✓ // ��(- I I 1 i i 1 E) II �___L__1___J I I I I I I f q ! I 1 1 I I I I / / I I I I I I I ! ! � BE INCIDENTAL Q FENCESHALL BE 3 RAIL WHITE VINYL FENCE ;/ _ /� / L___L__J___J HMH POINT STA a 13+6].10 (SEE SPECIFICATIONS) 1 1 / '9 C © OULDER SHAH BE CLASS 5 GRAVEL SH MAT ERIAL AND SHALL BE PAID PER ITEM-------------------------- CLASS 5 1 I �_-�-' I / _L-- ��' '7 ISI--tl(�+,•_..•,hL`r._r..,,.,.`_ -- `--� / ��•!! 2211 -AGGREGATE BASE, (MODIFIED) ` 1 1 1 / 1 % / � ..�8�..:.........: . / i.........:...... IOW 000lf E1EV :653.17 1 � ..................... .................................... •NION PpOR RLV o; 067.00 N ............................... E IOW PO a 663.83 ... / HMH POINT STA a 13+6].10 G $65...:..... .. .l....:.........i....,....' C . PVI STA a 15+73 ....... pyl,E3NN a 666A0 hu..=.-?.29...........:.........:.......Eur........:........ Z - ..... ... c - .... ..�8�..:.........: . :x e 19.87: i.........:...... IOW 000lf E1EV :653.17 1 � h I I VC' a o LOW POD7T STA 16+61.67 Pr 3T s3 Z copi $75.... �..R... ...127.00• ' ........:..... ..:....... ..:.......... Z_W ... ..w u... So ... M Anpvv 6 ..... .. ..:.. ... W ........... 870 ...:........ ..IE ..... :.........:.....rf.l.:.........:...... E IOW PO a 663.83 / IOW POINT STA a 25+33.99 $65...:..... .. .l....:.........i....,....' .......:...... A.D. d -1.93 M MIN:- 853.70 e 64 ...:.........' ......... :......... :......... :......... :...... ..855... ......... i.........:.........:......... i.........:...... 1 � h 75LF (INCL APR .........:.. 12' HDPE o 1 ..845... ......... ......... ......... ......... ......... ...... MON POINT EIN o 603.29 MON PO9rt SFA = 2]+69.1POWELN IOW PO a 663.83 M STA a 23+50 : IOW POINT STA a 25+33.99 ...:..........:...P.VI.ELN:e.69530...................... :......... :......... :. M.STA n 5.8+50 ..:......... :......... :......... ...... ...... ....... A.D. d -1.93 M MIN:- 853.70 K - 3136 I A.D. a 1.92 K 0 39.16 100.00• VC 1 � h .........:.. 76.pp•, ve ........... jg z+� ........... .......:........ ....... ' ...... .......:.....:......: `:..... .... ....... ...... ... ........_.9 ..... �i ..........: S f PROPOSED CL PROFILE : E S.• ..8 ::-02 STA 27.+35.67 °"°^_w ^^°"'°• clrr DP CONSTRUCTION PLANS --- I E..1— on Anderson O"EGO 10 BML SAFE ROUTES TO SCHOOL TRAIL _ cnu Engineers .na L3ne surv.y3n o. OMB 3601 Thumlon Ave., Anoka, Minneeol0 55303 S.P. 66-591-02 i3 763-427-5860 FAX 763-427-0520 mTY nr TITCMTI. L1INMFCTITA .,_ Genco a nu _ vww:hokemm�-endennn.nnm -•• ---- - --- -•'- I L'99 1 I I I) `L68.��CBB---/ I I' 11 11 I 1 L _L I\L 1 .FENCE SILT \� S �•19e� FENCE _ N S ECIA DRC SECTION SAWCUT LF ....SSS 44 I - 89.54 I[gEE CptOS�LTIONS) \\ \ ______MATCH E%I 1tC BITUMINOUS i I 11 L=756.92 EKI NG \ ` �� ---___---- \ 1 fS1 ' I C. I UNK\ \ Ila x \bLLex \\\ 019- 21 i1 sEf I 12 IIII III ml \ r8 �VLLB� x , I SLB � \I \\X \ l \\ j 9'6L6 x so o sD fro .............................................................................. z ............. ..... ..... ..... ..... ..... ..... .. ... ..... ..... ........... of cF 885 ..................... ...............................:....................:.........:.........:....... ..... fP E LE .. . OPQS D' 4ilOFi � � ISTI ROiI ~ �. : u ow '-a3L�L zW u 880 / � - � - ..... ..... .... ..... .... ..... 880 1+e+ 93 ss 875 HIDN POwS SPECUL DITCH 1:54% HIGH PONY. GTIONS 875 PN STA .. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .. ...................:.........:.........:.........:.........:......... .:......... .... PK ELLV _.BBLN:..... ...:..........:.........:..... pp AD.:- 1.92 R ry :LOW POINT FLEV - 870.17 K 11.D2 H WW P=T VA - 7+39.74 : (SEE CRO SE ) soar K , PN STA - 7+5 5 870 870 ...?n. E 0.v.:................... :......... :......... :......... :......... :......... :......... :......... :......... R ...R i i i i A •.ffi.7e K 5&W VC 865 ..... ..... ............................. ..... ..................................................................................... ... ..... ..... ..... .... qs 865 i ..... ..... .... ..... ..... .... ..... ... .... .......:.............................:.........:.....................................................� �... � �... ..i i 860 F fn . 655.............:.........:.........:.........:.........:.........:....... �,...................:................ ..... 855 850 . 850:.........:.........:........�...........:....... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ....... ..............................................: ...i.. ...i.. ..c.. :.. Ems 1: 2: 3 i 5 6: 7: 8 9: tU 1:1 12 DATE -- REVISIO I n...n. °.mW ma N. pkn. .D.af�.flnn. a qD°n .°. K>mm CONSTRUCTION PLANS y -Is'uDmLlrn °� fM1W 1 j , HGkanson Anderson O SEGO OTSEGO ELEMENTARY CITY TRAILearu-,..a Pml.nlor,°f m«. "nb.. fn. u.. aWa fn. sfa.°f CI"II Engineere and Land Suneyon Thum on Ave., Anoka, Mlnnasota 55303(NON-PARTICIPATING) 763-427-5860 FAX 763-427-0520 ,,... , ll vt y MATCH EXISTING BITUMINOUS I ,-.------- \ REINS ALL �PE4AGE0/ , I I 'a g -- Tr i / �� _ �G[OTHERNAO 44SLF CHAfi+LINK FENCE / I I o �__________________ Ir ___ \�I V 11, / / 6 ., �a•.�_ , / I l4 \ 111 111 I \\ / 1 /,-� \ I / � ,a.-' , I I I e=7rdeoo•\ �\ Ir 111t'�1 �-,"C PIPES. �- / \ ' ' ' / , /' ' I I I I L=J•@7.�7 \\`\, /2554 ERRMON TCONT OLE o.�� euNEEr ) \ ,\ " \ \fie Q Y, 1 1 I L / r SSSLF SILT FE E1-�( \I `\\\ `\ `•9i� J4 //,� x 1 1 m\ _ m 20 bD it / i / I \ \ �� f ✓/In I i �\ x / \ \. wcuM to NP m- I>a D 6D m `MATCH E%ISTINNIN6U5 ............................................................................................................................................................................ ... ... .. ..... ..... r ................ ..... ..... ..... ..... ..... ..... ..... m 885 - ..... Z,n Fw ...................................................................................................................................:...........:.........'....... ... STM OFI LE o 885 SPECIAL DITCH ;1.54XSPECIALPROP n{ — — — — ` _ / /� $$O (SEE CROSS SECTIONS 4 (SEE CR SSC SECTIONS : OSED PROFILE PC ELfV IT -I fR�'; 880 - ..:.. .. m N .. �E%I Grt PR ......................................... ...XR» POINT STA: -2o+4eso........., ' vw ............ iOGX PONT f1LV-:BB4a4 :%1 k EV -:1881 — — — ' E EV 854M HIGH POINT STA - 5+77.54 A.D. - -180 PN EIEV -579 B%5 ...:.........:.........:. : PN STA . 8+76 K -3641 A.D..-.?'� ... B7.... XifH CI DEV 13+39.9 PN ........................... PN DEV'A'88L,0.......:........................ .. ..... 100ar:VC ..... ..... .. NttH POINT STA - 13+]9. \ ! AA. A.D. - -In : .. IY - K-19.4 $ //I 1 A�321� 'R PN STA - 13+74 PN STA - 15NS V' K - '5.13. _ ve BN: DEY ...88286 ..:... ..PN. DEV...eBO.SD.. .� .../ 41ar yD.... . A.D.. - 2.41 A.D.. - Sa2 .. K - 7A74: K -2150 ' 870 56ar VC - g 80.ar Lair Pow DEV 871D5 : ... 10awG vc 870.. vc' 1o6ar i i i c i 7� ":'hg"LOWPmITs»;-,e.sxda: PN STA 3 50.00' \C gds • LOW PM DEV -87671 10. - 69] $6S LOW POINT STA - IO+B7.87 K . 1131. ..... ..... . : pN'STAp 71#00..x•••••••••.. ... NY - m - :........................................................................................:..................t „Dar�G : AD. -4.4 g PN a 90 ..�•. 860 660C1VC .... aE :.........:.... .... ..... :.. :.. ye 855 ... ..... :..�........: ..... ..... ..... .....«...:, :.s`.....:..8?.... 850 - .. ..... ..... ..... ..... ..... i � •40,� � B50 8 9 10 11 12 13 14 15 16 :m 17 18 19 20 21 DATE REVISION I n.r.b .•.Oh ,e.f iM. PI.., -Pdf u.., +0..5+01 ..• ®q CONSTRUCTION PLANS �' :1 0,..e ei m• ....e.... m..e ..P.mn....a 1n.Ll .RML Hakanson Anderson O o E� -.-. -^- ..... 1� a.ry u...»e Pmf...brwl 9I..•...a.. 1A. 1... IIILJI OTSEGO ELEMENTARY CITY TRAIL ag .i 1n, slw• .f YUN m. mq ¢ Clh Engine'.. and Land Surveyors Oi � � LKA 5601 Thura,on Ave., Anka, -427 05 55305 (NON -PARTICIPATING) 13 79.1-627-SR60 FAX 763-d27-0520 \ A A A A / -- -� 13 SPECIAL D (SEE CROSS SECTION) REMOVE 35 141LF SILT FENCE T _ r SALVAGE 445V MOVE LF ` CH ILIN - CHAINLINK FENC —— — — — -GHAIMUNK fSNCE `` \ — 12+00''-- 13+00 --�•. �1{+00 _FENNC 15+001 C C f C 1184.0 ' \�`\• \`\\`�\\\'\�\\�\\\\`\`\` r r' `IN __- --_/ SAWLUT 20LF ,'P �,--_____�' i i II ,rel $ FES vt y MATCH EXISTING BITUMINOUS I ,-.------- \ REINS ALL �PE4AGE0/ , I I 'a g -- Tr i / �� _ �G[OTHERNAO 44SLF CHAfi+LINK FENCE / I I o �__________________ Ir ___ \�I V 11, / / 6 ., �a•.�_ , / I l4 \ 111 111 I \\ / 1 /,-� \ I / � ,a.-' , I I I e=7rdeoo•\ �\ Ir 111t'�1 �-,"C PIPES. �- / \ ' ' ' / , /' ' I I I I L=J•@7.�7 \\`\, /2554 ERRMON TCONT OLE o.�� euNEEr ) \ ,\ " \ \fie Q Y, 1 1 I L / r SSSLF SILT FE E1-�( \I `\\\ `\ `•9i� J4 //,� x 1 1 m\ _ m 20 bD it / i / I \ \ �� f ✓/In I i �\ x / \ \. wcuM to NP m- I>a D 6D m `MATCH E%ISTINNIN6U5 ............................................................................................................................................................................ ... ... .. ..... ..... r ................ ..... ..... ..... ..... ..... ..... ..... m 885 - ..... Z,n Fw ...................................................................................................................................:...........:.........'....... ... STM OFI LE o 885 SPECIAL DITCH ;1.54XSPECIALPROP n{ — — — — ` _ / /� $$O (SEE CROSS SECTIONS 4 (SEE CR SSC SECTIONS : OSED PROFILE PC ELfV IT -I fR�'; 880 - ..:.. .. m N .. �E%I Grt PR ......................................... ...XR» POINT STA: -2o+4eso........., ' vw ............ iOGX PONT f1LV-:BB4a4 :%1 k EV -:1881 — — — ' E EV 854M HIGH POINT STA - 5+77.54 A.D. - -180 PN EIEV -579 B%5 ...:.........:.........:. : PN STA . 8+76 K -3641 A.D..-.?'� ... B7.... XifH CI DEV 13+39.9 PN ........................... PN DEV'A'88L,0.......:........................ .. ..... 100ar:VC ..... ..... .. NttH POINT STA - 13+]9. \ ! AA. A.D. - -In : .. IY - K-19.4 $ //I 1 A�321� 'R PN STA - 13+74 PN STA - 15NS V' K - '5.13. _ ve BN: DEY ...88286 ..:... ..PN. DEV...eBO.SD.. .� .../ 41ar yD.... . A.D.. - 2.41 A.D.. - Sa2 .. K - 7A74: K -2150 ' 870 56ar VC - g 80.ar Lair Pow DEV 871D5 : ... 10awG vc 870.. vc' 1o6ar i i i c i 7� ":'hg"LOWPmITs»;-,e.sxda: PN STA 3 50.00' \C gds • LOW PM DEV -87671 10. - 69] $6S LOW POINT STA - IO+B7.87 K . 1131. ..... ..... . : pN'STAp 71#00..x•••••••••.. ... NY - m - :........................................................................................:..................t „Dar�G : AD. -4.4 g PN a 90 ..�•. 860 660C1VC .... aE :.........:.... .... ..... :.. :.. ye 855 ... ..... :..�........: ..... ..... ..... .....«...:, :.s`.....:..8?.... 850 - .. ..... ..... ..... ..... ..... i � •40,� � B50 8 9 10 11 12 13 14 15 16 :m 17 18 19 20 21 DATE REVISION I n.r.b .•.Oh ,e.f iM. PI.., -Pdf u.., +0..5+01 ..• ®q CONSTRUCTION PLANS �' :1 0,..e ei m• ....e.... m..e ..P.mn....a 1n.Ll .RML Hakanson Anderson O o E� -.-. -^- ..... 1� a.ry u...»e Pmf...brwl 9I..•...a.. 1A. 1... IIILJI OTSEGO ELEMENTARY CITY TRAIL ag .i 1n, slw• .f YUN m. mq ¢ Clh Engine'.. and Land Surveyors Oi � � LKA 5601 Thura,on Ave., Anka, -427 05 55305 (NON -PARTICIPATING) 13 79.1-627-SR60 FAX 763-d27-0520 \ A A A A / -- -� 13 I t; .................... ......... ......... ......... ......... ......... ......... C Cc 1339I5 K 69 33NVUN3 -nVj LUO E3 C ................ VIP 16 ....... ......... .... ......... ......... ......... 16 Ell, I.M Im I :i .......... Ea os+c vis L%.� 9716 OVVt6 A313 W < ' I .......... ... ....... ......... V: - . ego E 00+2 VIS W t9--. 2i RO W O.Zi6 uj o < D 14 OCRIO v 1313 tAd OL C116 77rm 00+Z: Y15Lkd ..... ......... ........ II li II 9,116 ....64: .......... ....... 33Nv91N3 -nvHlo KLVd lie IISIX3 II CIT16 v 1316 IM 0 ...............Lv... ...... LAA ......... ......... GKT Z*f 1'6 \12C Sm ---------- 12 :3d O In LL'4C8: o + 4'9LB. LO JI m m m 1 31 0 .3d O + f'9LB. o '31 _ o 3d O LC) 31_..� .r -3d O O ' 903LB; o + L'SLB. N { M N 31 3d O O + Z'9LB. o � X Cm HLSi N� cca asx tnCd Y5or oWE UFh 6+P'S% 6LLLO\6^P\6tL10\ltldglNNW\S1o3fO8d\6ua po: woZf:OI - OLOZ 'LL : 3003 LB 3003 LB .31 .' e •3d C, In ' BZ`BLB + Z•U9: g I 3003 11B. + m :31: ( 3d O O � 00'9LB� + 6.9L9. :i XI a9Y Coa� v�,eoe G can =S� I - OIOZ 'LI .a 3d 0 + L•.l Le. .31 .' e •3d C, In ' BZ`BLB + Z•U9: g I 3003 11B. + m :31: ( 3d O O � 00'9LB� + 6.9L9. :i XI a9Y Coa� v�,eoe G can =S� I - OIOZ 'LI .a 13+50 �',jJ wwq CRO55'SLOPEc I~. .868 864 ; .�• 864 860.... ....... ...... .• ....660 .-40 . : -20 m020 13+00 V TREE .. . 15': LT ILTRAN-�ITIOW- 'CROSS I� " u PE BBB ..... 864 .. . . . . 864 . H. m.. .-40 . 860.. . . . . . . . -20 . . . . . . °� . . . . . . . . . . . . . 860 0 . TO e" R.0 W. 16+50 m � 872: . . . . . . . . . . . . . . . . . . . . . . . . . . ...872 .� 868 . .�. . . . . . . . . . . . I . . . . . . . . . .lu . . . . . . i. 868 864. . . . . . .�. . TRANSITION . . 864 . . . . . . . . . . . . .I • _(]�T �s ..- — 7 — 860 r . .I. 24' HD N.m O PE 862.8 856. 860 e'o± .INV=856.50. m.�......... . . .a -40 . . . . . . . _20 . . moO1. .20. -20 0 20 R.O.W. 17+50 m t R.O.W. 16+00 872 ............ 868 . . . . . . . . . ..... . . NG114 CROSS . �6' ...872 868 • . OliK.WAY . . . . . . . . . . — 866 ....:... _PIELU/.WELL .. — 864. :.... . 864 ...............0. .�-864 . . .............864 fLc860:50' ..860. . �7-z; . . . . . . . 860 24- CM INV=857.00 . .INV=862.9 ti.m ...... . .. 860..... ..... ..... m . ....... . ....860 od -40 -20 0 20 17+00 mu R.O.W. 15+50 IIIry., 868 . . . . . . . . . . . . . . 868. . . . . . . . . . . I — 868 864 ... 864.......... .......... BOTTOM 864 ...:....' . . 24' CZ ....:....:....:....:....: 'INV=B63 . . . . < . . . . . . . . . I . . . . . . . N .m } 856..... , . ....... 860.... • ....855 I m'o m,...... mom 0 860 . -40 . . . . . . ......m -20 20 .... o R.D.W. 15+00 C vai 872'U. I~. .872 868 �. 1 \ 'ADJUST i .Id )ZI571HC ' ' ' ' ` _ _--. 868 . . . . . . r... . . OA E VALVE. 864 .............. ...............864 . ............86355.... :o . 860 I 860 . .-60 . . . . -20 . . . . . .� . . . . . 0 . 20 . . . . HOk Av.. A Anderson Civil Engineero and Land Sury:Y.. 3601 Thu 427 Ave0 FAX 7 -427 05 55303 763-627-SB60 FAX 783-627-0520 w✓v AnLnn�nn—nnA�..nn nnT Ocirc /g�y _ _ — I CROSS SECTIONS I 3' i EGO SAFE R SUPE 86 05SCHOOL 00TRAIL nmy nP nTScrn. NIWMFgnTA R.O.W. 18+00 I� . . . . . . . . . I 864 .. . . � . . .I . . ti I• . . CROSS SLOPE . 864 . . . . . . .�. . TRANSITION . 860 ; . . . . . . . . . . . . . . .I • _(]�T �s ..- — 7 — 860 r . .I. 24' HD N.m O PE 856. .. .. I e'o± .INV=856.50. m.�......... . . . . . . 856 ................... - 40 -20 0 20 R.O.W. 17+50 t 868 . . . . . . . . . . . . . . •I . . NG114 CROSS . �6' :I~ . . 868 SLOPE i . . TRANSfIiON . . . . . . . . . . 864. . �.�.. ._ .�-864 . . . . . . . . fLc860:50' ..860. . �7-z; . . . . . . . 860 INV=857.00 856.... ...... . .. m0• • 20 R.O.W. 17+00 IIIry., 868 . . . . . . . . . . . . . . . . . I�. . . . .BBB 864 . . . . : 864 BOTTOM . . . .860 . 860'961.40' . . . . .DITCH ' 867.40' . . . . < . . . . . . . . . I . . . . . . . N .m . 856..... . ..... . ....... m ...... • ....855 -60 -20 0 2 0 Ocirc /g�y _ _ — I CROSS SECTIONS I 3' i EGO SAFE R SUPE 86 05SCHOOL 00TRAIL nmy nP nTScrn. NIWMFgnTA 18+40 R.O.W. 868.... I.....Id..868 ` . . . . . . . DRAINAGE 864. �, $ VTRM . 864 EASEMENT . ` I TRANSi.IIT ONE . . . . 1.. . . . . . . . 860. . . . F-67:' . 860 :. __ I:..:....: 856 • • T]lISTINO 30- AND•42'• RCP _ _ 855 _ — — — — — — — . ' EXTEND'(2)'RCP ' • INV=854.8�H•N CULVERTS APPROX. 25 F1; 852 852 .....: ......:....I M.� ... v0 . v� -40 .-20 0 ... . 20 . 18+50 20+50 R.O.W. t � W R.O.W. 868 . . . . 868. t . . . . . . . . . . I . . . . . . . . . . . . . . 868 u ......... I .. �'� ' � .I�. ' 'DRAINAGE' ' — — & unurY ' 866 • \ � \ BSLOPE EASEMENT' , 864 864 CROSS TRAl151T10l1 .. . 860 .� . ; 860 .... ....... .\. . . . . 860 856. 1 • . • . — - . 856 ^,q W I I 852 . . . .. . . . . . . . . . . . . m . : . . . • . . . . . . . . 852 -40 -20 0 20 18+40 R.O.W. 868.... I.....Id..868 ` . . . . . . . DRAINAGE 864. �, $ VTRM . 864 EASEMENT . ` I TRANSi.IIT ONE . . . . 1.. . . . . . . . 860. . . . F-67:' . 860 :. __ I:..:....: 856 • • T]lISTINO 30- AND•42'• RCP _ _ 855 _ — — — — — — — . ' EXTEND'(2)'RCP ' • INV=854.8�H•N CULVERTS APPROX. 25 F1; 852 852 .....: ......:....I M.� ... v0 . v� -40 .-20 0 ... . 20 . w W 22+50 mR.O.W. u. 868. . . . . ..1, . . . . . . . . . . . . . .868 DRAINAGE . . . . . . . . . . :1--& LMLITY . . . \ u EASEMENT 886. .... �.� � 884 `.S. . 860..... AITCH :BVTTONI.: �. �p•. .I. . 860 861.53 ,m . h.d 858. W W. . . . . . . . .I. . 858 -40 -20 0 20 W=$ 22+00 R.O.W. 860:.... .� .... I..... .....868 . , , . , . . . , DRAINAGE I .. . , , , &' UTRITY' . 084EASEMENT .864 .. �.`--� _—� . .... .. ... . 1:1' 860 DITr: BOTTOM . 4 [-2.. I . . . . . . . . . .. . • 86D . 861.24 . W.1 . IW,? .............. 01 . . . ...... ....856 40 '-20 m 0 ' • 20 21+50 m ci u R.O.W. 868..... ..868 1. .. . . . . . . . . . . . . . . . I . . 8'. 8', 12' I I• TREE O 21+50 864..... yI- DRAINAGE . ,;4 •1 E UTILRY EASEMENT 860. . . . • DITCH BOTTOM . . ' • ' ' ' ' ' ' ' • 860 . 860, 95 2,9 . I w 856. . .-w -2 . . .W . . . . . . .za . 856 a mD: e 21+00 mu R.O.W. 068...... I . DRAINAGE I . 14° TREE O •pt+ 5 UTIUTY EASEMENT 866 • — GRND=W.47, • 864 ....... .� — — — ...... 060 • DITCH BOTTOM' t 1 ' • ' ' ' ' ' • 860 860.68' : ............:I e:e......... . 858.... . .... . .856 -40 -z0 m0: •20 to DATE REVISION CROSS SECTIONS 7-Ex BMLumi— Ason AndersonO"EGO SAFE ROUTES TO SCHOOL TRAIL ommCMI Engineers and landSuneyyDMS3601Thunlon As.,Aneka, Minne�otm 55303 /�S.P.B6-591-02a®m763-427-5860 FAX 763-427-0520 �rlrr ne nxrrn 1�luurei i W" x 20+50 t � W R.O.W. 868 . . . . 9 • DRAINAGE 4v . ... 1 &UTILITY — — EASEMENT 864:.... I�...t 864 .... .......� S:s .� . 860: .11#9 AOYTUL7 ,e . . . . 860 F-2.5,. I 856.... WOW .856 -40 -20 20 WN W u 20+00 m u R.O.W. 868..... q�. ......868 a I. u — u . •DRAINAOE• ` 864 • • • • • •EASEMENT- : 864 860...... 1 .............860 • DITCH BOTTOM m . . . .860,08 . . I . . . . . . . 856....-4 ... ...... m 0. .20• . ...856 -20 u e = o W 19+50 a caWi R.O.W. 868- . . . . . . . .. . . I .END CROSS. .I. (2) 10' 868 TREE O 19+57 _ SLOPE GRND=060.74 864. . . . .. �.� . . .. . . . I . TRANSMON.. J. . .DRAINAGE . $ UnuTY .864 ISEMENT. . 860 : DITCH BOTTOM 860 ........859.78..1... 858. 0'8 I mo -40 . .. . . . . .-30 • 20 .856 19+00 W"g R.O.W. g= 868 . 868 T+OB 10' REE o 19 I .I6 , GRND=B6f.T0 I 664. . . . . . . . . . . .DRAINAGE . . 866 • I CSS SLOPE RO $ TTM . I TRANSITION .�`SEMENT.� 860. . . . . . . . .. . 111��.860 846 .... a r . • 1156 ....• ..........Ibm,........ -40 .-20 mO .. .20• w W 22+50 mR.O.W. u. 868. . . . . ..1, . . . . . . . . . . . . . .868 DRAINAGE . . . . . . . . . . :1--& LMLITY . . . \ u EASEMENT 886. .... �.� � 884 `.S. . 860..... AITCH :BVTTONI.: �. �p•. .I. . 860 861.53 ,m . h.d 858. W W. . . . . . . . .I. . 858 -40 -20 0 20 W=$ 22+00 R.O.W. 860:.... .� .... I..... .....868 . , , . , . . . , DRAINAGE I .. . , , , &' UTRITY' . 084EASEMENT .864 .. �.`--� _—� . .... .. ... . 1:1' 860 DITr: BOTTOM . 4 [-2.. I . . . . . . . . . .. . • 86D . 861.24 . W.1 . IW,? .............. 01 . . . ...... ....856 40 '-20 m 0 ' • 20 21+50 m ci u R.O.W. 868..... ..868 1. .. . . . . . . . . . . . . . . . I . . 8'. 8', 12' I I• TREE O 21+50 864..... yI- DRAINAGE . ,;4 •1 E UTILRY EASEMENT 860. . . . • DITCH BOTTOM . . ' • ' ' ' ' ' ' ' • 860 . 860, 95 2,9 . I w 856. . .-w -2 . . .W . . . . . . .za . 856 a mD: e 21+00 mu R.O.W. 068...... I . DRAINAGE I . 14° TREE O •pt+ 5 UTIUTY EASEMENT 866 • — GRND=W.47, • 864 ....... .� — — — ...... 060 • DITCH BOTTOM' t 1 ' • ' ' ' ' ' • 860 860.68' : ............:I e:e......... . 858.... . .... . .856 -40 -z0 m0: •20 to DATE REVISION CROSS SECTIONS 7-Ex BMLumi— Ason AndersonO"EGO SAFE ROUTES TO SCHOOL TRAIL ommCMI Engineers and landSuneyyDMS3601Thunlon As.,Aneka, Minne�otm 55303 /�S.P.B6-591-02a®m763-427-5860 FAX 763-427-0520 �rlrr ne nxrrn 1�luurei i 3003 LO m m m '31 C �� r o t tf1 " 06398" 9'999. o N 3003 13AVtl0 ZV, HV93 ( . 3003. L8... I......... $ a U�y a ��u v m :u9i „I ca*s9e: o M t'S9H. N . . :� Z9 MO. f 3003 LO WGYe •31 mm�• .31 3 .31$� .H m 1 . o . . . O - . �rc. ' 9f399' OS99.o . o ZV HV93. Lo O O " • �• I dam �� :Cr 3903 13AVS& �� •C . Z9 HVS3' 1 ' N O. 1 ' 00399, to . I o . 9'D99. N j Z4 HVST ! G ,Cm I Z9 HVSO" . 3003 118" . $ U�y a ��u v m :u9i „I ca*s9e: o M t'S9H. N . . :� Z9 MO. f 3003 LO WGYe •31 mm�• m<?im 3 .31$� .H m 1 . o . . . O - . �rc. ' 9f399' OS99.o . o ZV HV93. Lo O O " • �• I dam �� :Cr 3903 13AVS& �� •C . Z9 HVS3' 1 ' U�y a ��u v m :u9i „I ca*s9e: o M t'S9H. N . . :� Z9 MO. f 3003 LO WGYe 3003 118 ID o o I In 9Z 59B' M6999. o N 3003 13AVH0 . .gym . Z' HI'3 1 m m m m •31 mm�• 3 '31 O gF" O . �rc. ' 9f399' OS99.o N ZV HV93. Lo • o :0 .9Lo 9'499. N : j Z4 HVST ! G 3003 118 ID o o I In 9Z 59B' M6999. o N 3003 13AVH0 . .gym . Z' HI'3 1 m m m m 3003 L9 6•v'sx C, 1 v c= Q9y C oa� tied a a'm OScI G c SuC� :01 - oloz 'Cl a 0 3 '31 O gF" O . �rc. ' 9f399' OS99.o N ZV HV93. 3003 L9 6•v'sx C, 1 v c= Q9y C oa� tied a a'm OScI G c SuC� :01 - oloz 'Cl a 8+00 BB4. �j.: 16.3' ........:....:....:.........:884 880 • i , -.. `. �..� i ._. `. _. BBO 878. . ... . .m :. ....... •. . . 876 -20 0 20 40 7+50 884.. ......................... . B84 20' 880 • _.— •� `. BBO URCN •BO . . . . . . . . 876. . . . 87.8.84. . . . . . m . . . . . .. . . . . . . .. . . . -40 -20 mom. 2040 .876 7+39 884 .................. ......... ....... B84 . . . . DAYLCHT . . : . . . . : . . . . : . . . . . . . 880. . . .DITCH. _ _ _ _ _ 880 876......... .... -40 -20 .;. 20 4 0 ....876 W 7+00 END CROSS 884. . ems. SLPRE.T8ANSRION . . . . . . . . . . . . . . . . 884 880. _._._ •..T .r. 880 . . . 876.... ...... ...... .876 -40 -20 . mo : 20. 40 6+50 TRANSITION 884 . . . . . . . . . . .S(CTIQN. . 884 880 ; .-r .� .� _ .-•. r — _ _. —.—._ ,_ .. _ 880 876.......... . ...876 —20 m0m 20 40 10+50 880. . �u . . . . . . . . . . . . . . . . . . . . . �. �..� _ 880 876. m.m .876 . . .-20 . . . m0. . .2D 0. . . . .4 . . . . 10+00 884 .........................................884 BBO: .� •_ _ --880 AT GHT 878.70 876.... ........... . . ..... . ....876 -20 m0 : Y0 40 6+00 9+50 8+50 BEGIN CROSS Y E 804.. ...........................884 . . . . . . . .884 880 . 12.6' . . . . . . . . . . . . . . . . . . _ • _ .+- -- — — 880 . . DITCH 60TT. .. _ — .� `. _ 880 876.... 878.51 ......... m0 ...... .• ....876 .20 -20 40 W 9+00 . • • . . . . . . . . . . 878 884.. dj ........................884 D 20 40 12.1' 860 • •� — — '--. a �. -- — BBO . 876.... . . DITCH BOTT e.o, . . . . . 880.34 m0m .. ....... . . . . . . . . . . .. ....876 —20 20 40 3601 Thunlon Are.. Anoka, Minnaaota 55303 8+77 (NON—PARTICIPATING) . �rt 884.. .... ...........................884 ........... . 880. .t _ .__. �• � y u .....- 7 1 • DITCH BOTT d'' ' . . 880.72'(HP) p.o, . . . . . . . . . . . 078. . .. .. .. .. .. .-20 mam. .. .. . . .. .678 • 20 . • 40 6+00 8+50 BEGIN CROSS Y E 884. . . . . . . $LQPE TRANSM04 . . . . . . . . . .884 W 884: cZ . . 12.6' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 884 . . . . . . . 880 • •.� % _ —. r.—.—._ _ -860 _ 880. : n ..� .� _ `. .. _ — .� `. _ 880 ..-+rr— DI B H. TtH oTT 876. w.m. •-20 . . • • . . . . . . . . . . 878 876. -20 . . . . . . . . . . . . . . . . . . 0 20 . . 876 . 40 . D 20 40 aim omDM6 Hakanson Anderson Assoc., Inc. Clvll En0lneero -d Lana suneyare 1 ,crft 0s O"EGO CROSS SECTIONS OTSEGO ELEMENTARY CITY TRAIL uws 3601 Thunlon Are.. Anoka, Minnaaota 55303 tl! (NON—PARTICIPATING) �rt 763-427-5860 FAX 763-427-0520 � N nr nTGCPn 111\IurC/yT4 13+00 686.. ............................884 880 ; H : . . . . . . . . . : 880 . . . . . . . . . . . . m : . . . . . . ... . . . . . . ...... . -20 o 20 4D 12+50 884 : . . . . . . . . . ... — . _ 884 880:. ...........:....:....:880 .m .. 12+00 884.. j .....................................884 880 • - . . . `. . . . T . . . • 880 . . . . .-20 . . . m0 . 20. . . . 40 . 11+50 884......... ...........884 ............................................ 880 • _ — — — ._ _ .880 . ._ . b.o, ............... 876......... .....m : ...... ' ... ....876 -40 -20 0 20 • . 40 15+50 ........................................ 880. i ..........:.........:.........: .. • � aso 876.. m.�........ 878 ...... o 20 .......m:........ ............... — 15+00 END CROSS 884 • . . . . SLOP,E,TRANSITION . . . . . . . . . . 884 880. . . . . . . . •`--. ..77.—.-7= �. _ ..—..- 880 _.o ............ . 876. . .. ' . . . . . . .� . . . . . . '' . . . . 876 -20 P'a '2040 14+50 TRANSITION .........SWON ...................... 884.. i ....................... • 884 880.. ........ d. .. ..... .880 ... .......$.a...... ...... .... -20 0 20 40 14+00 B GIN CROs$ , sLO E TRANSITION , B84; .2x .........................884 880. . . . . . . . . . . . t4 . . . . . . . . . . . . . . . . . . 880 . .� . 13+50 11+12.91 888.........................................ase _7 884 880 • . . . . . . MATCH, EXITING TRAIL . , , . BBD .'T. — . — �. . .y --_--. _ — _ . . . . 880. . . .... . . . N.9 . . . . .. . . .. . . BBD 876. . . . . '°' m� .2o.........40. . 876 ., . .-20 �.m . -40 -20 0 .2o. .40. . Hakonson Anderson Assoc., Inc. CROSS SECTIONS �B'l ClvilEnglneen ana tuna suneycn ODEGO OTSEGO ELEMENTARY CITY TRAIL a601 Thumt*63-427 Ae0FAX 7 3-42 -05 sssos 763-427-5860 FAX 763-42 -0520 ��N`I�./\� (NON—PARTICIPATING) CITY OF OTSEGO. 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