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12-12-11 CCCLAIMS LIST CITY COUNCIL MEETING DECEMBER 12, 2011 TO: Tami Loff ITEM 3-1 Attached is the Claims List for the City Council. For more details, please refer to the check detail registers. CLAIMS REGISTER 11-29-2011 $ 23,213.44 Check # 50924 - 50930 12-07-2011 $ 132,893.04 Check # 50931 - 50989 *Check #50923 voided due to misprint. *Check #50920 to Wright County Recorder in the amount of $46.00 voided — replaced with check #50931 to reflect new recording rate of $56.00. 11-30-2011 $ 37,276.85 ELECTRONIC PYMTS FOR Bldg Permit Surcharge $ Century Link $ Centerpoint Energy $ Dept. of Revenue -Fuel Tax $ Dept. of Revenue -Sales Tax $ Elk River Utilities $ Wright -Hennepin $ Delta Dental $ Total: $ GRAND TOTAL $ 193,383.33 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 11/29/11 3:03 PM Page 1 *Check Summary Register© NOVEMBER 2011 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 050924 JIMMY JOHNS 11/28/2011 Paid Chk# 050925 ALLIANCE BENEFIT GROUP HSA 11/29/2011 Paid Chk# 050926 BULOW INC 11/29/2011 Paid Chk# 050927 ICMA RETIREMENT TRUST 11/29/2011 Paid Chk# 050928 LORI JOHNSON -WARNER 11/29/2011 Paid Chk# 050929 PUBLIC EMPLOYEES RETIREME 11/29/2011 Paid Chk# 050930 RUSH MAR LAND CORPORATIO 11/29/2011 Total Checks $27.95 MEAL FOR CC WORKSHOP $1,176.99 PPE 11/26/11 CH DTD 11/30/11 $10,298.97 RWN WAC FEES/ESCROW PYMT $75.00 PLAN #304185 $83.34 DEC DEPOSIT - HSA ACCT #448-98 $5,051.19 #677600 PPE 11/26/11 $6,500.00 PARTIAL WETLAND ESCROW REFUND $23,213.44 CITY OF OTSEGO 11/29/11 3:03 PM Page 1 *Check Detail Register© NOVEMBER 2011 Check Amt Invoice Comment 10100 BANK OF ELK RIVER 'PaidChk#05092._...-4 1-1/28/2011JIM-IM M --Y JOHNS E 101-41400-310 Miscellaneous $27.95 MEAL FOR CC WORKSHOP Total JIMMY JOHNS $27.95 Paid Chk# 050925 11/29/2011 ALLIANCE BENEFIT GROUP E 250-42410-123 Health G 101-21706 Hospitalization/Medical Ins E 101-41600-123 Health E 101-43100-123 Health Total ALLIANCE BENEFIT GROUP $83.34 PPE 11/26/11 CH DTD 11/30/11 $426.93 PPE 11/26/11 CH DTD 11/30/11 $250.02 PPE 11/26/11 CH DTD 11/30/11 $416.70 PPE 11/26/11 CH DTD 11/30/11 $1,176.99 PERA Paid Chk# 050926 11/29/2011 BULOW INC _ G701-22410 RWN WATER FEE (WAC) $10,710.73 RWN WAC FEES/ESCROW PYMT G 701-22315 RIVERWOOD NATIONAL ($411.76) RWN WAC FEES/ESCROW PYMT Total BULOW INC $10,298.97 Paid Chk# 050927 11/29/2011 ICMA RETIREMENT TRUST G 101-21705 Other Retirement $75.00 PPE 11/26/11 PLAN #304185 Total ICMA RETIREMENT TRUST $75.00 Paid Chk# 050928 11/29/2011 JOHNSON -WARNER, LORIx G 101-21706 Hospitalization/Medical Ins $83.34 DEC DEPOSIT - HSA ACCT #448-98887 Total JOHNSON -WARNER, LORI $83.34 Paid Chk# 050929 11/29/2011 PUBLIC EMPLOYEES—RETIREMENT FD E 101-41400-121 PERA E 101-41600-121 PERA E 101-43100-121 PERA E 250-42410-121 PERA E 601-49400-121 PERA E 602-49450-121 PERA G 101-21704 PERA )tal PUBLIC EMPLOYEES RETIREMENT FD $640.43 Paid Chk# 050930 #677600 PPE 11/26/11 $509.64 #677600 PPE 11/26/11 $1,341.44 #677600 PPE 11/26/11 $125.74 #677600 PPE 11/26/11 $47.71 #677600 PPE 11/26/11 $47.70 #677600 PPE 11/26/11 $2,338.53 #677600 PPE 11/26/11 $5,051.19 -11/29/2011 RUSH MAR LAND CORPORATION INC G 703-21980 Hidden Creek Trail Subd $6,500.00 rotal RUSH MAR LAND CORPORATION INC $6,500.00 10100 BANK OF ELK RIVER $23,213.44 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $6,109.98 250 Comm. Dev. & Bldg Safety $209.08 601 WATER FUND $47.71 602 SEWER FUND $47.70 701 DEVELOPMENT ESCROWS FUND $10,298.97 703 Wetland Escrows $6,500.00 $23,213.44 PARTIAL WETLAND ESCROW REFUND CITY OF OTSEGO 12/07/11 10:32 AM Page 1 *Check Summary Register© DECEMBER 2011 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 050931 WRIGHT COUNTY RECORDER 12/7/2011 $56.00 SUNRAY FARMS 3RD PRELIM/FINAL Paid Chk# 050932 101 MARKET 12/7/2011 $341.85 SHRUBS, MULCH FOR GIRL SCOUT P Paid Chk# 050933 BEAR ALARMS 12/7/2011 $117.56 REPLACE SEC SYS ANTENNA Paid Chk# 050934 PAM BLACK 12/7/2011 $80.00 2011 PLANNING COMM MTGS (4) Paid Chk# 050935 CENTRAL HYDRAULICS, INC. 12/7/2011 $112.71 GASKET, HOSE FITTINGS Paid Chk# 050936 CHARTER COMMUNICATIONS LL 12/7/2011 $119.00 MONTHLY SERVICE Paid Chk# 050937 CITY OF MONTICELLO 12/7/2011 $577.13 OCT ANIMAL CONTROL Paid Chk# 050938 CROW RIVER FARM EQUIPMEN 12/7/2011 $269.61 REPAIR SUPPLIES Paid Chk# 050939 DJ'S TOTAL HOME CENTER 12/7/2011 $46.32 KEY, SPRAY PAINT Paid Chk# 050940 DUKE REALTY 12/7/2011 $12,208.50 2011 PROPERTY TAX ABATEMENT Paid Chk# 050941 JOSH DUKE 12/7/2011 $335.36 REIMBURSE PERMIT FEE Paid Chk# 050942 ECM PUBLISHERS INC 12/7/2011 $60.00 LEGAL - PUBLIC HEARING Paid Chk# 050943 ELK RIVER WINLECTRIC CO. 12/7/2011 $440.59 PW LANDSCAPE LUMINARIES Paid Chk# 050944 TAMARA FALLON 12/7/2011 $100.00 2011 PLANNING COMM MTGS (5) Paid Chk# 050945 FINKEN'S WATER CENTERS 12/7/2011 $31.14 BOTTLED WATER Paid Chk# 050946 FLOORS NORTHWEST, INC. 12/7/2011 $2,702.72 RUST & STAIN REMOVER FOR SPLAS Paid Chk# 050947 BRIAN GERTEN 12/7/2011 $60.00 2011 PLANNING COMM MTGS (3) Paid Chk# 050948 GOPHER STATE ONE -CALL INC 12/7/2011 $146.45 LOCATE TICKETS Paid Chk# 050949 GREENBERG IMPLEMENT INC. 12/7/2011 $70.32 HOSE Paid Chk# 050950 HD SUPPLY WATERWORKS, LT 12/7/2011 $176.82 VALVE BOX Paid Chk# 050951 HENRYS WATERWORKS, INC. 12/7/2011 $1,954.75 VALVE STEM EXTENSIONS Paid Chk# 050952 JOHN DEERE LANDSCAPES 12/7/2011 $409.29 SEED, PVC FITTINGS Paid Chk# 050953 LORI JOHNSON -WARNER 12/7/2011 $429.35 PHONE Paid Chk# 050954 KERN, DEWENTER, VIERE LTD 12/7/2011 $750.00 3RD QTR 2011 ACCT REVIEW Paid Chk# 050955 JIM KOLLES 12/7/2011 $40.00 2011 PLANNING COMM MTGS (2) Paid Chk# 050956 LEAGUE OF MN CITIES 12/7/2011 $60.00 SEMINARS - TAMI LOFF Paid Chk# 050957 LONG & SONS 12/7/2011 $1,285.79 PW SUPPLIES Paid Chk# 050958 MACARTHUR LAW OFFICE LLC 12/7/2011 $7,042.50 GENERAL W/S Paid Chk# 050959 MENARDS 12/7/2011 $137.09 POTHOLE PATCH Paid Chk# 050960 MN DEPARTMENT OF HEALTH - 12/7/2011 $3,693.00 4TH QTR 2011 WATER SUPP CONN F Paid Chk# 050961 MN MUNICIPAL UTILITIES ASSO 12/7/2011 $112.00 FIRE EXT RECHARGE FOR SAFETY T Paid Chk# 050962 MONTICELLO ANIMAL CONTROL 12/7/2011 $450.00 ANIMAL CONTROL Paid Chk# 050963 NAPA AUTO PARTS 12/7/2011 $101.19 SPARK PLUG Paid Chk# 050964 NELSON ELECTRIC MOTOR REP 12/7/2011 $600.00 PUMP #2 - REMOVE DEBRIS Paid Chk# 050965 RICHARD NICHOLS 12/7/2011 $80.00 2011 PLANNING. COMM MTGS (4) Paid Chk# 050966 NORTH AMERICAN SALT COMP 12/7/2011 $3,351.79 SALT/SAND Paid Chk# 050967 HSBC BUSINESS SOLUTIONS 12/7/2011 $128.71 TURF TIRE Paid Chk# 050968 OCWEN LOAN SERVICING LLC 12/7/2011 $42.89 UTIL REFUND - 8329 PARKVIEW Paid Chk# 050969 OFFICEMAX -A BOISE CO 12/7/2011 $358.37 OFFICE SUPPLIES Paid Chk# 050970 OMANN BROTHERS INC. 12/7/2011 $61.59 AC MIX Paid Chk# 050971 OREILLY AUTOMOTIVE INC. 12/7/2011 $188.89 BRAKE PADS, BOLT KIT, GREASE Paid Chk# 050972 PLAISTED COMPANIES 12/7/2011 $2,520.55 SALT & SAND Paid Chk# 050973 PURCHASE POWER 12/7/2011 $800.00 POSTAGE Paid Chk# 050974 RANDY'S SANITATION 12/7/2011 $250.49 13400 90TH ST Paid Chk# 050975 RUSSELL SECURITY RESOURC 12/7/2011 $12.02 CUT KEYS FOR GLASS CASE Paid Chk# 050976 SCHLUENDER CONSTRUCTION 12/7/2011 $370.00 CITY HALL SEPTIC PUMPING Paid Chk# 050977 SPECIALTY TURF & AG, INC. 12/7/2011 $1,253.11 MED/TALL NATIVE MIX Paid Chk# 050978 AARON STRITESKY 12/7/2011 $80.00 2011 PLANNING COMM MTG (4) Paid Chk# 050979 TARGET BANK 12/7/2011 $121.97 SUPPLIES Paid Chk# 050980 TERMINAL SUPPLY CO 12/7/2011 $15.00 POWER CONNECTORS Paid Chk# 050981 DAVID THOMPSON 12/7/2011 $100.00 2011 PLANNING COMM MTGS (5) Paid Chk# 050982 PETER TORRESANI 12/7/2011 $363.84 PUMPKIN DAY SUPPLIES Paid Chk# 050983 THE PLANNING COMPANY LLC 12/7/2011 $7,457.72 GRC - LOC Paid Chk# 050984 TRUE NORTH STEEL 12/7/2011 $1,406.26 CULVERTS Paid Chk# 050985 UNLIMITED ELECTRIC INC 12/7/2011 $1,612.63 ST LIGHT REPAIR BY 101 MARKET Paid Chk# 050986 WEB QA, INC. 12/7/2011 $4,500.00 WORK ORDER IMPLEMENTATION SERV CITY OF OTSEGO 12/07/11 10:32 AM Page 2 *Check Summary Register© DECEMBER 2011 Name Check Date Check Amt Paid Chk# 050987 WRIGHT COUNTY AUDITOR -TRE 12/7/2011 $71,783.33 DEC SHERIFF PATROL Paid Chk# 050988 WRIGHT COUNTY AUDITOR -TRE 12/7/2011 $887.84 2012 TRUTH IN TAXATION NOTICES Paid Chk# 050989 WRIGHT COUNTY AUDITOR -TRE 12/7/2011 $75.00 SUNRAY FARMS 3RD PRELIM/FINAL Total Checks $132,939.04 CITY OF OTSEGO 12/07/11 10:32 AM Page 1 *Check Detail Register© DECEMBER 2011 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 050920 811/22/2011 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees ($46.00) VOID CHECK #50920 Total WRIGHT COUNTY RECORDER ($46.00) Paid Chk# 050931 12/7/2011 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $56.00 SUNRAY FARMS 3RD PRELIM/FINAL PLAT Total WRIGHT COUNTY RECORDER $56.00 Paid Chk# 050932 12/7/2011 101 MARKET E 101-45250-440 Recreation Programming $341.85 860906 SHRUBS, MULCH FOR GIRL SCOUT PROJ Total 101 MARKET $341.85 Paid Chk# 050933 12/7/2011 BEAR ALARMS E 601-49400-400 Repairs & Maint - Cont $117.56 3337 REPLACE SEC SYS ANTENNA Total BEAR ALARMS $117.56 Paid Chk# 050934 ' 12/7/2011 BLACK, PAM E 101-41530-101 Full -Time Employees Regular $80.00 2011 PLANNING COMM MTGS (4) Total BLACK, PAM $80.00 Paid Chk# 050935 12/7/2011 CENTRAL HYDRAULICS, INC. E101-43100-220 Repair/Maint Supply (GENERAL) $112.71 19604 GASKET, HOSE FITTINGS Total CENTRAL HYDRAULICS, INC. $112.71 Paid Chk# 050936 12/7%2011 CHARTER COMMUNICATIONS E 101-41400-390 Contracted Services $119.00 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.00 Paid Chk# 050937 12/7/2011 CITY OF MONTICELLO E 101-42710-390 Contracted Services $577.13 12046 OCT ANIMAL CONTROL Total CITY OF MONTICELLO $577.13 Paid Chk# 050938 12/7/2011 CROW RIVER FARM EQUIPMENT E101-43100-220 Repair/Maint Supply (GENERAL) $269.61 151343 REPAIR SUPPLIES Total CROW RIVER FARM EQUIPMENT $269.61 Paid Chk# 050939 12/7/2011 DJ'S TOTAL HOME CENTER E 101-45200-240 Small Tools/Equipment $13.27 58049 KNIVES, BLADES E101-43100-210 Operating Supplies (GENERAL) $33.05 58142 KEY, SPRAY PAINT Total DJ'S TOTAL HOME CENTER $46.32 Paid Chk# 050940 12/7%2011 DUKE REALTY E 101-41900-439 Development incentives $12,208.50 2011 PROPERTY TAX ABATEMENT Total DUKE REALTY $12,208.50 Paid Chk# 050941 12/7/2011 DUKE, JOSH G250-21801 BUILDING PERMIT SURCHARGE $8.21 REIMBURSE PERMIT FEE R 250-32260 BUILDING PERMITS $19.97 REIMBURSE PERMIT FEE R 250-32260 BUILDING PERMITS $307.18 REIMBURSE PERMIT FEE Total DUKE, JOSH $335.36 Paid Chk# 050942 12/7/2011 ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $60.00 IC342680 LEGAL - PUBLIC HEARING Total ECM PUBLISHERS INC $60.00 Paid Chk# 050943 12/7/2011 ELK RIVER WIN LECTRIC CO. E 101-43100-402 Repairs/Maint Buildings $127.72 172070-00 LAMPS/BULBS FOR PW BLDG CITY OF OTSEGO 12/07/11 10:32 AM Page 2 *Check Detail Register© DECEMBER 2011 Check Amt Invoice Comment E 101-43100-402 Repairs/Maint Buildings $312.87 172114-01 PW LANDSCAPE LUMINARIES Total ELK RIVER WINLECTRIC CO. $440.59 Paid Chk# 050944 12/7/2011 FALCON, TAMARA E 101-41530-101 Full -Time Employees Regular $100.00 2011 PLANNING COMM MTGS (5) Total FALLON, TAMARA $100.00 Paid Chk# 050945 12/7/2011 FINKEN'S WATER CARE E 101-41940-390 Contracted Services $31.14 BOTTLED WATER Total FINKEN'S WATER CARE $31.14 PaidChk# 050946 12/7/2011 FLOORS NORTHWEST, INC. _.._—.-_-.__...___. _._. _.__ __ .___. ---- ---._---_._- E208-45210-530 Improvements Other Than Bldgs $2,702.72 212242 -IN RUST & STAIN REMOVER FOR SPLASH PAD Total FLOORS NORTHWEST, INC. $2,702.72 Paid Chk# 050947 12/7/2011 GERTEN, BRIAN E 101-41530-101 Full -Time Employees Regular $60.00 2011 PLANNING COMM MTGS (3) Total GERTEN, BRIAN $60.00 Paid Chk# 050948 12/7/2011 GOPHER STATE ONE -CALL INC E 250-42410-310 Miscellaneous $146.45 27776 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $146.45 Paid Chk# 050949 12/7/2011 GREENBERG IMPLEMENT INC. E 101-45200-220 Repair/Maint Supply (GENERAL) $70.32 PS73179 HOSE Total GREENBERG IMPLEMENT INC. $70.32 Paid Chk# 050950 12/7/2011 HD SUPPLY WATERWORKS, LTD E 601-49400-220 Repair/Maint Supply (GENERAL) $105.42 4117488 ADJ VALVE EXT STEM E 601-49400-220 Repair/Maint Supply (GENERAL) $71.40 4119460 VALVE BOX Total HD SUPPLY WATERWORKS, LTD $176.82 _ Paid Chk# 050951 12/7/2011 HENRYS WATERWORKS, INC. E 601-49400-500 Capital Outlay (GENERAL) $977.01 15481 VALVE STEM EXTENSIONS E 601-49400-500 Capital Outlay (GENERAL) $977.74 15491 VALVE STEM EXTENSIONS Total HENRYS WATERWORKS, INC. $1,954.75 Paid Chk# 050952 12/7/2011 JOHN DEERE LANDSCAPES E101-45200-220 Repair/Maint Supply (GENERAL) $409.29 59840980 SEED, PVC FITTINGS Total JOHN DEERE LANDSCAPES $409.29 Paid Chk# 050953 12/7/2011 JOHNSON -WARNER, LORI __ E 101-41400-360 Education/Training/Conferences $57.20 MEALS E 101-41400-321 Mileage/Travel $72.15 MILEAGE E 101-41400-320 Telephone $300.00 PHONE Total JOHNSON -WARNER, LORI $429.35 Paid Chk# 050954 12/7/2011 KDV E101-41600-304 Accounting & Auditing $750.00 137065 3RD QTR 2011 ACCT REVIEW Total KDV $750.00 Paid Chk# 050955 12%7/2011 KOLLES, JIM E101-41530-101 Full -Time Employees Regular $40.00 2011 PLANNING COMM MTGS (2) Total KOLLES, JIM $40.00 Paid Chk# 050956 — 12/7/2011 LEAGUE OF MN CITIES E 101-41400-360 Education/Training/Conferences $30.00 155553 SEMINARS - TAMI LOFF E 101-41400-360 Education/Training/Conferences $30.00 155554 SEMINARS - TAMI LOFF CITY OF OTSEGO 12/07/11 10:32 AM Page 3 *Check Detail Register© DECEMBER 2011 Paid Chk# 050958 12/7/2011 MACARTHUR LAW OFFICE LLC E 602-49450-301 Legal Services Check Amt Invoice Comment GENERAL W/S Total LEAGUE OF MN CITIES $60.00 $36.25 Paid Chk# 050957 12/7/2011 LONG & SONS Legal Services $72.50 E 101-41940-203 Other Supplies $84.27 11-521 CITY HALL SUPPLIES E 101-43100-389 Cleaning Services $363.38 11-521 PW NOV CLEANING E 101-43100-210 Operating Supplies (GENERAL) $90.01 11-521 PW SUPPLIES E 101-41940-389 Cleaning Services $748.13 11-521 CITY HALL NOV CLEANING Total LONG & SONS $1 28579 Paid Chk# 050958 12/7/2011 MACARTHUR LAW OFFICE LLC E 602-49450-301 Legal Services $36.25 GENERAL W/S E 601-49400-301 Legal Services $36.25 GENERAL W/S E 602-49450-301 Legal Services $72.50 BONESTR00 E 101-41700-301 Legal Services $1,102.00 HOSPITAL DISTRICT E 101-41700-301 Legal Services $3,016.00 GRC - LOC E 101-41700-301 Legal Services $2,779.50 GENERAL Total MACARTHUR LAW OFFICE LLC $7,042.50 Paid Chk# 050959 12/7/2011 MENARDS E 101-43100-240 Small Tools/Equipment $39.39 18203 FOLDING KNIVES, BRACKETS, ETC E 101-45200-220 Repair/Maint Supply (GENERAL) $41.76 20874 LUMBER E 101-43100-210 Operating Supplies (GENERAL) $6.35 21609 DETERGENT E 101-43100-434 Blacktop Supplies $49.59 21609 POTHOLE PATCH Total MENARDS $137.09 Paid Chk# 050960 12/7/2011 MN DEPARTMENT OF HEALTH - WATE E 601-49400-375 WATER TEST FEE $3,693.00 4TH QTR 2011 WATER SUPP CONN FEE otal MN DEPARTMENT OF HEALTH - WATE $3,693.00 Paid Chk# 050961 12/7/2011 MN MUNICIPAL UTILITIES ASSOC E 101-43100-360 Education/Training/Conferences $112.00 38187 FIRE EXT RECHARGE FOR SAFETY TRAINING Total MN MUNICIPAL UTILITIES ASSOC $112.00 Paid Chk# 050962 12/7/2011 - MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $450.00 597 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL $450.00 Paid Chk# 050963 12/7/2011 NAPA OF ELK RIVER INC E 101-43100-210 Operating Supplies (GENERAL) $33.65 593282 AG LAMP E 101-43100-210 Operating Supplies (GENERAL) $33.66 593282 AG LAMP E 101-43100-210 Operating Supplies (GENERAL) $11.75 593295 WORK LAMP E 101-43100-210 Operating Supplies (GENERAL) $14.68 593296 WASHER FLUID E 101-43100-220 Repair/Maint Supply (GENERAL) $3.73 594571 DIAPHRAGM E 101-45200-210 Operating Supplies (GENERAL) $3.72 595420 SPARK PLUG Total NAPA OF ELK RIVER INC $101.19 Paid Chk# 050964 12/7/2011 NELSON ELECTRIC MOTOR REPAIR E 602-49450-400 Repairs & Maint - Cont $300.00 5542 PULLED PUMPS - REMOVED DEBRIS E 602-49450-400 Repairs & Maint - Cont $300.00 5548 PUMP #2 - REMOVE DEBRIS Total NELSON ELECTRIC MOTOR REPAIR $600.00 Paid Chk# 050965 12/7/2011 NICHOLS, JOAN OR RICHARD E 101-41530-101 Full -Time Employees Regular $80.00 2011 PLANNING COMM MTGS (4) Total NICHOLS, JOAN OR RICHARD $80.00 Paid Chk# 050966 12/7/2011 NORTH AMERICAN SALT COMPANY E 101-43100-372 Salt & Sand $3,351.79 70757497 SALT/SAND Total NORTH AMERICAN SALT COMPANY $3,351.79 CITY OF OTSEGO 12/07/11 10:32 AM Page 4 *Check Detail Register© DECEMBER 2011 Paid Chk# 050971 12/7/2011 OREILLY AUTOMOTIVE INC. E101-43100-220 Repair/Maint Supply (GENERAL) Check Amt Invoice Comment Paid Chk# 050967 12/7/2011 NORTHERN TOOL & EQUIPMENT CO Repair/Maint Supply (GENERAL) E101-45200-210 Operating Supplies (GENERAL) $128.71 191011544 TURF TIRE Total NORTHERN TOOL & EQUIPMENT CO $128.71 Paid Chk# 050968127/2011 y�OCWEN LOAN SERVICING LLC _ R 601-37150 WATER SALES $42.89 UTIL REFUND - 8329 PARKVIEW Total OCWEN LOAN SERVICING LLC $42.89 SALT & SAND Paid Chk# 050969 12/7/2011 OFFICEMAX $2,520.55 E 101-41400-201 Office Supplies and Expenses $269.03 880774 OFFICE SUPPLIES E 101-41400-201 Office Supplies and Expenses $89.34 880900 OFFICE SUPPLIES $800.00 Total OFFICEMAX $358.37 _ Paid Chk# 050970 12/7/2011 OMANN BROTHERS INC. E 101-43100-434 Blacktop Supplies $61.59 9504 AC MIX Total OMANN BROTHERS INC. $61.59 $131.77 Paid Chk# 050971 12/7/2011 OREILLY AUTOMOTIVE INC. E101-43100-220 Repair/Maint Supply (GENERAL) $184.43 1952-209924 BRAKE PADS, BOLT KIT, GREASE E101-43100-220 Repair/Maint Supply (GENERAL) $4.46 1952-209950 BOOT KIT Total OREILLY AUTOMOTIVE INC. $188.89 Paid Chk# 050972 - 12/7/2011 PLAISTED COMPANIES E 101-43100-372 Salt & Sand $2,520.55 41769 SALT & SAND Total PLAISTED COMPANIES $2,520.55 Paid Chk# 050973 12/7/2011 PURCHASE POWER E 101-41400-206 Postage $800.00 POSTAGE Total PURCHASE POWER $800.00 Paid Chk# 050974 12/7/2011 RANDY'S SANITATION E 101-41940-325 Garbage Service $131.77 8899 NASHUA AVE E 101-43100-325 Garbage Service $118.72 13400 90TH ST Total RANDY'S SANITATION $250.49 Paid Chk# 050975 12/7/2011 RUSSELL SECURITY RESOURCE INC. E 101-41940-400 Repairs & Maint - Cont $12.02 A19044 CUT KEYS FOR GLASS CASE otal RUSSELL SECURITY RESOURCE INC. $12.02 Paid Chk# 050976 12/7/2011 SCHLUENDER CONSTRUCTION E 101-41940-322 Utilities $185.00 17835 CITY HALL SEPTIC PUMPING E 101-43100-322 Utilities $185.00 17835 PW SEPTIC PUMPING Total SCHLUENDER CONSTRUCTION $370.00 Paid Chk# 050977 12/7/2011 SPECIALTY TURF & AG, INC. E 101-43100-372 Salt & Sand $692.02 131020 ICE BITE E 101-45200-220 Repair/Maint Supply (GENERAL) $400.78 131065 ULTRA NUSTRAW E 101-45200-220 Repair/Maint Supply (GENERAL) $160.31 131067 MED/TALL NATIVE MIX Total SPECIALTY TURF & AG, INC. $1,253.11 Paid Chk# 050978 12/7/2011 STRITESKY, AARON E 101-41530-101 Full -Time Employees Regular $80.00 2011 PLANNING COMM MTG (4) Total STRITESKY, AARON $80.00 Paid Chk# 050979 12/7/2011 TARGET BANK E 101-41400-201 Office Supplies and Expenses $35.88 24560901690 SUPPLIES E 101-41400-201 Office Supplies and Expenses $86.09 24560907570 SUPPLIES Total TARGET BANK $121.97 CITY OF OTSEGO 12/07/11 10:32 AM Page 5 *Check Detail Register© DECEMBER 2011 Check Amt Invoice Comment Paid Chk# 050980 12/7/2011 TERMINAL SUPPLY CO, INC. E101-43100-210 Operating Supplies (GENERAL) $15.00 89136-01 POWER CONNECTORS Total TERMINAL SUPPLY CO, INC. $15.00 Paid Chk# 050981 12/7/2011 THOMPSON, DAVID E 101-41530-101 Full -Time Employees Regular $100.00 2011 PLANNING COMM MTGS (5) Total THOMPSON, DAVID $100.00 Paid Chk# 050982 12/7/2011 TORRESANI, PETER E 101-45250-440 Recreation Programming $363.84 PUMPKIN DAY SUPPLIES Total TORRESANI, PETER $363.84 Paid Chk# 050983 12/7/2011 TPC E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 208-45210-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 250-42410-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees E 101-41570-303 Planning Fees $550.00 572 $350.00 573 $987.72 574 $300.00 575 $200.00 576 $500.00 577 $150.00 578 $1,250.00 579 $1,750.00 580 $900.00 581 $240.00 582 $180.00 583 $100.00 584 Total TPC $7,457.72 HOSPITAL PARKS COMMUNITY PARKS HPC POLICIES CITY CODE ECONOMIC DEVELOPMENT GENERAL MEETINGS GENERAL -CODE GRC-LOC LENZ 70TH STREET Paid_Chk# 050984 w"12/7/2011 TRUE NORTH STEEL— E 101-43100-392 Culverts $1,406.26 8503863 CULVERTS Total TRUE NORTH STEEL $1,406.26 Paid Chk#050985 12/7/2011— UNLIMITED ELECTRIC INC E 225-43160-220 Repair/Maint Supply (GENERAL) $1,612.63 9983 ST LIGHT REPAIR BY 101 MARKET Total UNLIMITED ELECTRIC INC $1,612.63 Paid Chk# 050986 '12/7/2011 WEB QA E 101-41100-801 CONTINGENCY $3,000.00 666-111121 WORK ORDER IMPLEMENTATION SERVICES E 101-41400-390 Contracted Services $1,500.00 666-111121 12/1/11 - 11/30/12 SUBSCRIPTION Total WEB QA $4,500.00 Paid Chk# 050987 12/7/2011 WRIGHT COUNTY AUDITOR -TREASURE E 101-42100-390 Contracted Services $71,783.33 PATROL -11-1 DEC SHERIFF PATROL tal WRIGHT COUNTY AUDITOR -TREASURE $71,783.33 Paid Chk# 050988 12/7/2011 WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-310 Miscellaneous $887.84 2012 TNT 2012 TRUTH IN TAXATION NOTICES tal WRIGHT COUNTY AUDITOR -TREASURE $887.84 Paid Chk# 050989 12/7/2011 WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-340 Recording Fees $75.00 SUNRAY FARMS 3RD PRELIM/FINAL PLAT tal WRIGHT COUNTY AUDITOR -TREASURE $75.00 10100 BANK OF ELK RIVER $132,893.04 CITY OF OTSEGO 12/07/11 10:32 AM Page 6 *Check Detail Register© DECEMBER 2011 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $119,478.14 208 COMMUNITY FACILITIES FUND $3,690.44 225 Street Light Utility Fee $1,612.63 250 Comm. Dev. & Bldg Safety $1,381.81 601 WATER FUND $6,021.27 602 SEWER FUND $708.75 $132,893.04 ITEM 3-2 OTSEGO CITY COUNCIL MEETING OTSEGO CITY HALL NOVEMBER 28, 2011 6:00 PM Call to Order. Mayor Jessica Stockamp called the meeting to order at 6:00 PM. Roll Call: Mayor Jessica Stockamp; Councilmembers: Vern Heidner, Dan Scharber, Doug Schroeder and Tom Darkenwald. Staff: Lori Johnson, City Administrator; Gary Groen, Finance Director; and Tami Loff, City Clerk. Pledge of Allegiance: Mayor Stockamp led in the Pledge of Allegiance. 1. Open Forum. Heather Eidem, New River Medical Center Representative, gave an update on New River Medical Center activities. 1.1 Certificates of appreciation to the Boy Scouts for their help with the Otsego Pumpkin Patch. Mayor Stockamp presented certificates of appreciation to the Boy Scouts and three siblings who helped with the Otsego Pumpkin Patch. 2. Consider agenda approval. CM Scharber motioned to approve as written. Seconded by CM Heidner. All in favor. Motion carried. 3. Consent Aaenda. (Non -controversial items). 3.1 Approve Claims List. 3.2 Approve November 14, 2011 City Council Meeting Minutes. 3.3 Approve November 14, 2011 5:30 PM City Council Meeting with Commissioners. 3.4 Received minutes of the October 11, 2011 HPC Mtg. 3.5 Received minutes of the October 11, 2011 Police Commission Mtg. 3.6 Received minutes of the October 12, 2011 Parks & Rec Commission Mtg. 3.7 Approve Resolution 2011-60 committing specific Revenue Sources in Special Revenue Funds. 3.8 Approve Resolution 2011-46 modifications. 3.9 Approve Wetland Escrow release for Hidden Creek Trails. 3.10 Approve Wetland Escrow release for Riverwood National. 3.11 Approve Bond refinancing Resolution 2011-61. CM Heidner motioned to approve. Seconded by CM Scharber. All in favor. Motion carried. 4. City Council reports and updates. No items. 5. Staff updates City Administrator Johnson called the Council's attention to the informational memo in the packet regarding the City's bond rating. She stated Standard and Poor's rated the City AA - citing the City's sound fiscal management, an upgrade in the "Financial Management Assessment" of the City due to recently implemented changes, and strong economic City Council Meeting November 14, 2011. demographics. The City will save over $270,000 with the bond refinancing. City Administrator Johnson also updated the City Council on the Great River Centre Letter of Credit issue and said there will be more information after November 30. 6. Adjourn. CM Scharber motioned to adjourn. Seconded by CM Schroeder. All in favor. Motion carried. Adjourned at 6:15 PM. ATTEST: Tami Loff, City Clerk 2 Mayor Jessica Stockamp ITEM 3.3 SPECIAL MEETING CITY COUNCIL BUDGET MEETING MONDAY, NOVEMBER 28, 2011 *6:00 PM 1. Mayor Stockamp will call the meeting to order. Mayor Stockamp called the meeting to order at 6:37 PM. Roll call: Mayor Jessica Stockamp; Councilmembers: Vern Heidner, Doug Schroeder, Tom Darkenwald and Dan Scharber and Lori Johnson, City Administrator. 2. Long Range Planning. The Council discussed long range planning specific to the following: Recreation Programming: The Council discussed options for providing recreation programming and the types of recreation programming desired. City Administrator Johnson reviewed past Community Education programs and financial data, the 2012 proposed recreation budget, and the benefits of each of the proposed options for future recreation programming. The Council directed staff to continue research on a City recreation department. Fire Service: The Council discussed the possibility of a substation in Otsego for fire and ambulance service. Improving the response time for the ambulance is a high priority. The Council directed staff to continue to explore options to improve the response time for the ambulance. City Hall Long Term Use: This item was carried over from a previous meeting during which the Council agreed to further discuss the long term use of the building before proceeding with repairing the roof. In addition, repairs may be needed in HVAC systems, ADA, and other areas and those should be addressed at the same time as the roof. The Council authorized City Administrator Johnson to spend funds to determine if the HVAC system needs to be replaced and the cost to move it from the roof. City Administrator Johnson indicated she would report back with replacement and repair costs at a future meeting. Logo: The Council selected Concept C Option 1. The tag line will be removed for now. Tax Lew: City Administrator Johnson briefly updated the Council on the upcoming truth in taxation meeting at which property owners have an opportunity to provide input on the 2012 budget and tax levy. Personnel: The Council discussed employee recognition programs. Internship: City Administrator Johnson presented an update on the internship previously discussed. Motion by CM Scharber, Second by CM Darkenwald to authorize an internship at a cost of $2,400 as proposed. Motion approved 5-0. Public Works Organizational Structure: City Administrator Johnson presented information on the current structure of the department and the need for change that comes as a city grows. She indicated she is working with the Public Works Supervisor to define options for the Council including an interim option for a lead worker in the absence of the Public Works Supervisor. Special City Council Meeting November 28, 2011. Motion by Mayor Stockamp, Second by CM Darkenwald to approve an interim Lead Worker assignment in the Public Works department when the Maintenance Supervisor is absent; the Lead Worker will be paid $1.00 per hour. Motion approved 5-0. Staffing Development: City Administrator Johnson updated the Council on staff matters. Use of Old City Hall: City Administrator Johnson indicated that she received a request for use of the Old City Hall. She further stated that the Council could offer the space to the Arts Alliance as they are currently in temporary space. The Council concurred that the Arts Alliance could use the space at no cost to the City. The Arts Alliance would be responsible for costs associated with the use. Economic Development: Discussion took placed on various economic development activities and incentive programs. The importance of a good transportation system was discussed including the economic benefits of upgrading 70th street. Mayor Stockamp questioned if the Council was in agreement that consultants would no longer be required to be at Council meetings if there were no issues pertaining to them. The Council concurred. Mayor Stockamp asked about the recent water issue at Riverwood National development. City Administrator Johnson explained the cause of the problem and stated that she has directed PeopleService to put in place a procedure to ensure the error will not occur again. 3. Adjourn. Motion by CM Scharber, second by CM Schroeder to Adjourn. Motion approved 5-0. Meeting adjourned at 10:55 PM. ATTEST: Lori Johnson, City Administrator Mayor Jessica Stockamp *immediately following the adjournment of the City Council meeting at 6:00 PM. 2 ��Halcanson 1■�Anclerson ITEM NO.: 3.4 ITEM 3_4 REQUEST FOR COUNCIL ACTION BY: Ronald J. Wagner, P.E., City Engineer CC: Lori Johnson, City Administrator Tami Loff, City Clerk Sue Frisch, Accounting Clerk DATE: December 5, 2011 RE: Otsego Commercial Park Escrow (Today Properties) BACKGROUND Otsego Commercial Park, 5 commercial lots located south and adjacent to 85th Street East of CSAH 42, entered into a Development Agreement with the City back in 2002. Financial: The amount remaining in the Escrow is $1,822.22. Supporting Information: Escrows were never released due to issues with storm ponds and grading at both the east and west ends of the development. Both ponds have been regraded and meet the approved grading plan. Costs associated with the regrading were paid out of the Otsego Commercial Park Escrow. Now that the work has been completed the remaining escrow can be returned to Today Properties, the Developer. RECOMMENDATION We recommend release of the remaining escrow to Today Properties. POSSIBLE ACTIONS A. Motion to approve release of remaining Escrow for Otsego Commercial Park to Today Properties in the amount of $1,822.22. CITY OF oTsE�o UN THE GREAT RIVER RUAD ot2313 Request for Action - Otsego Industrial Park Escrow Page 1 of 1 ITEM 3.5 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPOS_ PlanningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 6 December 2011 RE: Otsego — Metro Appliance Recycling; Recycling Center Signs TPC FILE: 101.01 BACKGROUND Mr. Jason Warehime of Metro Appliance Recycling is requesting consideration of posting directional "Recycling Center" signs for his business located at Queens Avenue and 60th Street adjacent to TH 101. The signs would be be MNDoT standard specification designs and are proposed to be installed at Queens Avenue/CSAH 37 and at Queens Avenue/CSAH 36. Mr. Warehime also wants to install the same signs within the right-of-way of TH 101 and CSAH 36 and CSAH 37 and has been advised that those locations require approval from MNDoT and Wright County, respectively. The City has collaborated with Metro Appliance Recycling to promote a clean-up week in May for the past two years. Metro Appliance Recycling provides Otsego residents a discount on disposal fees for various items as part of this program. Preliminary discussions for a clean-up week for 2012 have included the possibility of expanding the list of items accepted. The established relationship between the City and Metro Appliance Recycling does create an opening to allow the recycling center signs as official signs with a public purpose to eliminate junk/debris nuisances within Otsego. The cost for the signs, their installation and on-going maintenance would be the responsibility of Metro Appliance Recycling. Exhibits: A. Sign example B. Draft agreement re: sign placement RECOMMENDATION The Administrative Subcommittee at their 9 November 2011 recommended approving the installation of the requested signs. City staff has prepared the attached agreement regarding the signs and recommends approval. POSSIBLE ACTIONS A. Motion to approve an agreement with Metro Appliance Recycling Inc. regarding installation of signs within the public right-of-way. C. Lori Johnson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney E M'%3 (?'o'r L), M7-4 (kora m7-5 M7 -6- R ort) M7-7 ;R or. -L) D1O-X1 RorL) . Green. Wtrite on Green wNie on Green White on Green White on -Green White bn Green White on Green 300 x 725 12x 9 B. CR' 9821. 300-,225 12X9, 8, CR 95.29 300x225 12 x 9 S. CR- 9B21. 300.x225 12 x 9' B. CP,' :9521 •300 x225 750 x 600 1050 x 9.00 12'x S. B. CR: :98.21 30x24 CR 2DMA 42x36 E D1 X2 White on 750 x 600 .3D x 24 OR 20.50:1 R or L-) Green 1b50 x 900 42 x36 E 1650 x 1200 66 x 4S O D1 X3• Mite on, 90.0 x 600 36 z 24 CR 2D 50.1. R or L) q Green 1350 x 900 S4 x 36 E ' 1•s50 x 1200 66 x48 0 D1 X4 , White on. 1200x 300 48 x 12 CP 2D.47 R: or Q Green 1500 x 450 60 x IS E D1 -X6 1 i VhRe-on 1350 x 600 , 54 x 24 M 20.48:', R or L) �. Green 1950,x•900 78 x 36 CR t t 1550 x 1200 •108 x 48 2 •03-1 Wife on •Var able.x 200 Variable x 3 m 2D.38 Green Vwiable•x300 -variable x ,2 CR D3 -X1 White -on Nariabia:x.460 Vaftblex'18 MI 2D.38 Green VariabTe.x 60'0 Variable x•24 CR CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA AGREEMENT BETWEEN THE CITY OF OTSEGO AND METRO APPLIANCE RECYCLING REGARDING OFFICIAL SIGNS. AGREEMENT, entered into this day of December 2011 between the City of Otsego (CITY), a municipal corporation under the laws of the State of Minnesota and Metro Appliance Recycling Inc. (METRO), a Minnesota corporation. WHEREAS, METRO provides for recycling services of various materials and equipment at their property located at 16403 60th Street NE within Otsego; and, WHEREAS, the availability of this facility within Otsego provides opportunity to dispose of waste properly and avoid creation of nuisance conditions on properties within Otsego; and, WHEREAS, METRO and CITY jointly sponsor an annual community clean up week whereby Otsego residents may dispose of items at METRO for discounted charges; and, WHEREAS, METRO has requested installation of signage within public rights-of-way at the approaches to the facility to provide directional aid; and, WHEREAS, the proposed signs are consistent with the specifications provided for by the Manual on Uniform Traffic Control Devices (MUTCD); and, WHEREAS, Section 23 of the Zoning Ordinance regulating signs allows only for "official signs" to be installed within public rights-of-way; and, WHEREAS, the proposed signs serve an official purpose benefiting Otsego in relation to the CITY's activities with METRO and also in the avoidance of nuisance conditions within Otsego. NOW, THEREFORE, IT IS AGREED between the Parties as follows: 1. CITY agrees to install the proposed signs within its public right-of-ways at locations agreed to by the Parties. 2. The signs remain the property of the CITY and shall be installed, maintained and removed in accordance with any law, ordinance, policy or practice of the CITY now in effect or adopted in the future. 3. METRO agrees to pay all costs for the installation and maintenance of the signs including replacement in accordance with the City's adopted sign policy or as a result of any damage. Failure to pay any invoice submitted to METRO by the CITY will result in immediate removal of the signs. DATED: ►bIXIzT67_1»gI_1`N=10XWAW-41V[r] By: Jason Warehime, President DATED: CITY OF OTSEGO By: Jessica L. Stockamp, Mayor ATTEST: Tami Loff, CITY Clerk 2 ITEM 4-1 REQUEST FOR COUNCIL ACTION CITY OF �. OTSEGO ON THE GREAT RIVER ROAD TO: Mayor and Council BY: Tami Loff, City Clerk DATE: November 9, 2011 RE: 2012 Fee Schedule City staff has outlined the adjustments to the fee schedule for 2012 in the attached draft. The changes included on the proposed schedule are as follows: • The development fees for collector streets have been adjusted by the construction cost index. Development fees for in-place improvements with fixed costs to date, including SAC, WAC, Stormwater Impact Fees have not been increased by the construction cost index. • Park and trail dedication fees in lieu of land for residential development have been adjusted to reflect a decrease in land value from $32,000/acre to $10,500/acre while construction costs have been increased by the construction cost index. The net change is a $560 decrease for 2012. • The Fire District Fee has been removed as these costs are included as general fund expenditures paid through property taxes. • The schedule for the Public Works equipment has been adjusted to include the street sweeper. • The 2012 water rates approved at the October 24, 2011 Budget meeting include the base rate change to $6.00 and the minimum charge to $8.00. City staff recommends approval of Ordinance 2011-14 as presented. The fee schedule will take effect on January 1, 2012. Action Requested: • Motion to approve Ordinance 2011-14 establishing the fee schedule of city fees for 2012. Attachment: • Draft Ordinance 2011-14. 0 Summary Ordinance 2011-14. C. Lori Johnson, City Administrator Daniel Licht, City Planner Gary Groen Finance Director ORDINANCE NO.: 2011-14 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE ESTABLISHING A FEE SCHEDULE FOR CITY SERVICES, PERMITS AND LICENSES FOR 2012. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 2-4-2 of the Otsego City Code is hereby adopted establishing a fee schedule for City services, permits and licenses for 2012: 2-4-2: Fee Schedule: The City Council hereby establishes the following schedule of fees: A. Licenses: 1. Liquor: a. 3.2 Liquor (on -sale): $75.00 b. 3.2 Liquor (off -sale): $75.00 C. Club: $75.00 d. Intoxicating Liquor (on -sale): $4,000.00 e. Intoxicating Liquor (off -sale): $150.00 f. Intoxicating Liquor (Sunday): $200.00 g. Investigation Fee (single): $500.00 h. Investigation Fee (corporation): $500.00 i. Set-ups: NO COST j. Wine: $150.00 1 2 k. Temporary Non -Intoxicating Liquor: $50.00 per day I. Temporary Intoxicating Liquor: $50.00 per day M. Premises Extension Permit (on -sale): $75.00 2. Mechanical Amusement: $15.00/business plus; a. Mechanical Rides: $15.00/ride b. Pinball Games: $15.00/game C. Pool table (coin operated) $15.00/table d. Video Game: $15.00/game 3. Garbage Hauler: $50.00 4. Peddlers, Solicitors, Transient Merchant: $50.00 5. Rental Housing License: a. Initial License: $100.00/du b. Annual renewal: $ 60.00/du 6. Pawnbrokers, precious metals dealers and/or Second hand good dealers: a. Annual License: $200.00 b. Investigation Fee: $200.00+ costs incurred C. Reportable Transaction Fee: $50.00/transaction d. Daily Reporting Penalty: $50.00/day B. Permits: 1. Building Permit: a. Base fee: 2 L7 Base Units Fee Step Fee Additional 0 $50.00 $0.00 0 1,200 $50.00 $3.27 100 2,000 $76.18 $15.40 1000 25,000 $430.38 $11.11 1000 50,000 $708.13 $7.70 1000 100,000 $1,093.13 $6.16 1000 500,000 $3,557.13 $5.23 1000 1,000,000 $6,169.63 $4.02 1000 State of Minnesota Surcharge: Base Units Fee Step Fee Additional 1 $0.00 $0.0005 1 1,000,000 $500.00 $0.0004 1 2,000,000 $900.00 $0.0003 1 3,000,000 $1,200.00 $0.0002 1 4,000,000 $1,400.00 $0.0001 1 5,000,000 $1,500.00 $0.00005 1 C. Electrical Permit: The fees schedule set forth in Minnesota Statutes § 3 326B.37 is adopted by reference and incorporated herein. 2. Burning Permit: NO COST 3. Fence Permit: $50.00 4. Home Occupation Permit: $50.00 5. Septic Installation/Repair: $150.00 6. Sign Permit: $50.00 7. Sewer and Water Hook -Up Inspection: $50.00 8. Swimming Pool Administrative Permit: $50.00 9. Lawful Gambling Permits: a. State Permit: $100.00 b. Local Permit: $100.00 10. Archery Permit: NO COST 3 11. Play Field Use: a. City Sponsored Users: No Charge b. Recognized Youth Associations: No Charge C. All Other Users: 1. Monday -Thursday: a. Baseball: $50.00/field/day b. Field game: $50.00/field/day 2. Saturday/Sunday: a. Baseball: $100.00/field/day b. Field game: $100.00/field/day d. Other charges: 1. Public Works staff/equipment: Per Sec. 2-4-2.E.13 2. Portable toilets/trash containers: Cost incurred. 3. A deposit for clean-up of the site and or equipment replacement may be required in an amount approved by the Parks and Recreation Commission. C. Development Applications: 1. Zoning Amendment (map or text): a. Base Fee: $ 500.00 b. Escrow: $1,000.00 C. Total: $1,500.00 2. Variance: a. Base Fee: $ 500.00 b. Escrow: $1,000.00 C. Total: $1,500.00 LI 3 n k, 0 7 rn 10 Conditional Use Permit: a. Base Fee: $ 500.00 b. Escrow: $1,000.00 C. Total: $1,500.00 Interim Use Permit: a. Base Fee: $ 500.00 b. Escrow: $1,000.00 C. Total: $1,500.00 Administrative Permit: a. Base Fee: $ 200.00 b. Escrow: $ 400.00 C. Total: $ 600.00 Site Plan Review: a. Base Fee: $ 200.00 b. Escrow: $1,000.00 C. Total: $1,200.00 Sketch Plan: a. Base Fee: $ 500.00 b. Escrow: $2,800.00 C. Total: $3,300.00 Preliminary Plat: a. Base Fee: $ 500.00 b. Escrow: $2,800.00 C. Total: $3,300.00 Final Plat: a. Base Fee: $ 500.00 b. Escrow: $1,000.00 C. Total: $1,500.00 Administrative Subdivision: a. Base Fee: $200.00 5 I unit E b. Escrow: $300.00 C. Total: $500.00 Development Fees: 1. Collector Street Access: a. Sand Soils: $1,330.00/unit b. Clay Soils: $1,575.00/unit C. MaclverAvenue: $1,690.00/unit 2. Sewer Availability Charge: $7,270.00/REC 3. Water Availability Charge: $4,090.00/REC 4. Storm Water Impact: a. Lefebvre Creek: $2,030.00/gross acre b. Otsego Creek: $3,005.00/net acre 5. Park and Trail Fee in Lieu of Land Dedication: a. Residential Development: $2.590 per dwelling b. Commercial Development: $7,000.00 per gross acre C. Industrial Development: $3,500.00 per gross acre 6. CSAH 39/TH 101 AUAR: $280.00 / gross acre General Government Services: 1. General Labor (minimum 15 min.): $30.00/hour 2. Copies: a. Letter, legal, ledger: $0.25/per sheet b. Larger scale prints: $10.00/per sheet 3. Fax: $0.25/per page 4. Legal and PIN/PID information: $35.00/parcel 5. Zoning Confirmation Letter: $60.00/parcel 6. Lot Dimension: $35.00/parcel 7. Special Assessment Search: $35.00/parcel 8. Septic Search: $35.00/parcel 9. Returned Check Fee: $15.00 10. Assessment Administration Fee: $100.00/parcel 11. Assessment Roll Copy: $100.00 12. Inspection Fee: a. Fire Sprinkler Inspections: Refer to 1997 UBC Table 1-A + 1.5% b. Other Building Safety Inspections: $150.00 + $75 for each re -inspection C. Biannual Fire Inspection — (commercial, industrial, and institutional uses): $50.00/hour (minimum 1 hour) d. FOG Interceptor/Separator Inspection: No charge for the first inspection when conducted with required fire inspection / costs incurred for any other inspection. 13. Public Works (not otherwise specified): a. Labor per Employee: $50.00/hour b. Equipment: 1. Tandem Axle Truck: $30.00/hour 7 2. Single Axle Truck: $25.00/hour 3. Loader: $50.00/hour 4. Grader: $50.00/hour 5. Cat 305 Excavator: $30.00/hour 6. JD 320D Skid Loader: $25.00/hour 7. Tractor with 3 -Point: $20.00/hour 8. Tractor with Attachment: $25.00/hour 9. Power Tools: a) Weed Whip: $5.00/hour b) Chain Saw: $5.00/hour C) Blower: $5.00/hour 10. Jet -Vac: $110.00/hour 11. JD 1545 w/ snowblower: $25.00/hour 12. Street Sweeper: $35.00/hour C. Items Not Listed: 1. City Equipment: FEMA Schedule of Equipment Rates 2. Rental: Costs Incurred d. Minimum Charge: One (1) hour e. Sandbags/Sand: $10.00 / bundle 14. Expenses, services, supplies: F. Documents: 1. Comprehensive Plan: of 30 sandbags Actual Cost + 15% $50.00 2. City Code: $50.00 3. Zoning/Subdivision Ordinance: $50.00 4. Engineering Manual: $50.00 5. City Map: $5.00 6. Zoning Map - Large Scale: $10.00 7. Zoning Map - Small Scale: $5.00 8. Floodplain Map: NO COST 9. Topography Maps/Data - Less than 3.0 ac.: $30.00 10. Topography Maps/Data - 3.0 ac. Or More: $15.00/acre 11 Half Section Map Sets: $160.00 12. Wright County Map: $5.00 G. Animals: 1. Impound Fees: All costs incurred. 2. Fowl Keeping License: $20.00 H. Public Safety: 1. Administrative Enforcement Civil Penalties: a. Class A (animal violations): $50.00 b. Class B (Zoning (except signs) violations) $200.00 C. Class C (nuisance, Signs Ordinance, business license, and building regulation violations): $200.00 2. False Alarm Charge: 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, 9 $100.00 for each successive alarm per calendar year. ,q Ciro nuctr�•*nt Pin .� A I him rf% to Hip d`7C. GO/r»rnol �i"F79�6Tf Q;winr• d`7C GiUnn- cl d`79 C,(1/r»rnol (Ordinance 2010-10, adopted November 22, 2010) 43. Fire Service Charges: a. Mutual Aid: 10 1. Agriculture, Residential Building, Vacant Parcel: Cost Incurred 2. Commercial, Industrial, Institutional Building: Cost Incurred 64. R.O.W Sign Recovery Fee: $20.00/sign 65. Nuisance Abatement Fee: $200.00 + costs incurred I. Engineering: 1. Mineral Extraction: $0.10 per cubic yard mined per calendar year 2. Wetland Delineation Review: $2,000.00 escrow 3. Water Tower Lease Review: $1,500.00 escrow 4. Street Sign (new development): $245.00 5. Certification of Grading: a. Initial Survey Review: $ 150.00/lot b. Each Re -Inspection: $ 125.00/lot 6. Petition for R.O.W. or Easement Vacation: 10 a. Base Fee: $ 200.00 b. Escrow: $1,000.00 C. Total: $1,200.00 7. R.O.W. Permit: $200.00 + costs incurred 8. Site Development Permit: a. Under one (1) acre: $250.00 escrow b. One (1) acres to five (5) acres: $500.00 escrow C. More than five (5) acres: $1,000.00 escrow 9. GIS Data Entry: $100.00/acre J. Public Utilities: 1. Municipal Water and Sewage Usage Rates: a. Water and sewer usage rates are established to be effective with the 1St Quarter billing and may be adjusted based on a review of prior year operations, anticipated future repair and maintenance needs and estimated operating costs. b. Water Usage Rate: 1. $36.00 base charge + $1.500J1,000 gal. for first 2,000 aal + 1.50 for 2.001 to 10.000 gal + $1.60/gal. thereafter. 2. Minimum charge for accounts with usage of 2,000 gal. or Less is $68.00. C. Sewer Usage Rate: 1. Non-residential users shall be billed in accordance with actual sewage usage for each month. For residential uses, monthly sewage usage is estimated based on the average of the actual usage for the months of December, January and February. 2. Usage Rates: a. $5.00 base charge. b. $5.00/1,000 gallon thereafter. 11 3. Minimum charge for accounts with less than three month 12 usage history the minimum charge is $32.00. 4. Minimum charge for accounts with usage of 2,000 gallon or less is $15.00. d. Bulk Water Fee: 1. $1.00/100 gallons plus sales tax. 2. $50.00 minimum charge plus sales tax. 2. Watering Ban Violation Fee: $50.00 3. Water Service Shut Off Fee: $75.00 4. Water Turn On Fee: $75.00 5. Annual Stormwater Utility Fee (CIM Only): a. Agricultural Districts: 1. A-2 District: $28.00/parcel b. Residential Districts: 1. R -C, R-1, R-2, R-3 Districts: $28.00/lot 2. R -4A, R-4 Districts: $14.50/lot 3. R-5 Districts: $11.50/unit 4. R -MH District: $7.75/unit 5. R-6 District: $6.00/unit 6. R-7 District: $2.75/unit C. Business Districts: $62.00/gross acre d. Industrial Districts: $62.00/gross acre 6. Standard Street light (new subdivisions) $550.00/unit 12 7. Above Standard Street Light Operations and Maintenance Rates: a. Commercial: $137.00 acre/year Section 2. Section 10-7-18.1 of the City Code (Subdivision Ordinance) is hereby amended to read as follows: When a subdivision is proposed, the Developer shall make a dedication of land for public park use, or the City may require a fee as set forth in Section 2-4-2 of the City Code in lieu of such land dedication , which are the City's best estimate of the effect of the subdivision on the City's park system. Section 3 This Ordinance shall become effective 1 January 2012 upon its passage and publication. Ji 16111 IQ `I -_yg SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 2011. ADOPTED by the City Council of the City of Otsego this 14th day of November, 13 CITY OF OTSEGO Jessica L. Stockamp, Mayor ATTEST: Tami Loff, City Clerk 14 SUMMARY ORDINANCE NO.: 2011-14 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE ESTABLISHING A FEE SCHEDULE FOR CITY SERVICES, PERMITS AND LICENSES FOR 2012. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 2-4-2 of the Otsego City Code is hereby adopted establishing a fee schedule for City services, permits and licenses for 2012: 2-4-2: Fee Schedule: The City Council hereby establishes the following schedule of fees: A. Licenses B. Permits C. Development Applications. D. Development Fees E. General Government Services F. Documents G. Animals H. Public Safety I. Engineering J. Public Utilities Section 2. Section 10-7-18.1 of the City Code (Subdivision Ordinance) is hereby amended to reference Section 2-4-2 of the City Code for park fees in lieu of land dedication. 1 Section 3 This Ordinance shall become effective 1 January 2012 upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 14th day of November, 2011. CITY OF OTSEGO BY: Jessica L. Stockamp, Mayor ATTEST: Tami Loff, City Clerk Pursuant to Minnesota Statutes 412.191, Subd. 4 and 331A.01, subd.10, this Ordinance is published in summary form. Complete copies of the ordinance are available for inspection by contacting the Zoning Administrator/City Clerk, Otsego City Hall, 8899 Nashua Avenue, Otsego, Minnesota 55330 during regular office hours. 2 ITEM 5.1 REQUEST FOR COUNCIL ACTION CITY OF . OTSEGO ON THE GREAT RIVER ROAD TO: Otsego Mayor and City Council FROM: Lori Johnson, City Administrator DATE: December 7, 2011 RE: 2012 Tax Levy and Budget On December 12 the Council will adopt the 2012 tax levy and budgets. This is the culmination of many public meetings at which the City's revenues and expenditures were reviewed and discussed in detail. In September the Council adopted a preliminary levy that is the maximum amount the City may levy. The final levy may be reduced by the Council, but it may not be increased. The final levy must be certified to the county auditor by December 28. This memo is an overview of the highlights and significant changes to the levy and budget. Please refer to the proposed budget for detailed information. Finance Director Gary Groen has compiled the draft 2012 budget as previously discussed; it is attached for your review. A resolution to set the final 2012 tax levy at $4,261,000, the same amount as the preliminary levy, is also attached. Staff will present the budget and levy at Monday's Council meeting and will be prepared to answer questions from the public and the Council. Property Tax Levy The 2012 preliminary levy adopted in September is $4,261,000. This includes a levy for fire services. By comparison, the 2011 levy plus fire assessments totaled $4,445,325. The 2012 levy represents a decrease of 4.15 percent or $184,325 from the final 2011 levy. As previously discussed, in 2012 the method in which the revenue to pay for fire services is collected will change from an assessment to a tax levy. The $480,000 assessed for fire services in 2011 will be levied as a tax in 2012. Therefore, in order to make an accurate comparison of the total amount each property owner paid for city services in 2011 and 2012, $75.50 needs to be added to the 2011 estimated City tax. This change is not clearly identified on the truth in taxation statements property owners received in November. Homestead Credit and Homestead Exclusion Due to the State's decision to withhold approximately $237,000 of homestead credit from the City in 2011, the 2011 net revenues will total $4,208,325, not the $4,445,325 levied. Recent legislation will eliminate the homestead credit program in 2012 thus ending local governments' dependence on the State for payment of a portion of the local property tax levy; although, that same legislation has created a new issues. The repeal of the previous homestead credit program and the implementation of a new homestead exclusion program approved by the Legislature and Governor generated a great deal of publicity due to the significant impacts of the law change. See the attached excerpt from the League of Minnesota Cities publication titled "What's Going on With My Tax Bill?" As the document explains, property tax rates will increase in most cities even if tax levies stay the same as the previous year. Additionally, the distribution of taxes will shift away from residential homestead property valued below $413,800 to other property, mainly commercial and industrial. The shift will vary in each city depending upon the amount and value of residential property. The one positive outcome of this legislation is that cities will now receive the entire amount they levy. Local property owners will pay the total amount levied; cities are no longer dependent upon the State for paying its share of the local property tax. Net Tax Capacity In addition to the decrease in value due to the Homestead Exclusion program, property values once again decreased for taxes payable in 2012. Even with new home construction continuing, albeit at a much slower pace than before, the City's net tax capacity decreased 11.61 percent for taxes payable 2012. Homestead property values decreased by 15.19 percent. Commercial and industrial property that accounts for just over 18 percent of the total valuation decreased 2.94 percent. General Fund Budget The 2012 General Fund budget is proposed at $3,571,172 including fire services of $345,000. Previously, fire services were accounted for in a special revenue fund. Excluding fire services, the General Fund budget is proposed to increase $201,144 or 6.7 percent. Part of the increase, $113,800 or 3.8 percent of the increase, is attributed to costs that were previously charged to the Community Development and Building Safety Fund. That leaves an increase of $87,344 or 2.9 percent. In addition to covering increased operating costs, the $87,344 increase includes $15,000 to update the comprehensive plan that was last updated in 2004, $11,000 for enhanced recreation programming, $10,000 for elections, and $7,135 to expand economic development activities. Summary The actual 2011 revenue that the City expects to receive is $237,000 less than levied due to the State's decision not to pay homestead credit in 2011. The City has made reductions and carefully reviewed the budget to absorb as much of the loss of homestead credit as possible. As a result of carefully monitoring and reducing expenditures, the proposed levy for 2012 is projected to increase only 1.25 above the 2011 net levy. Conclusion As noted above, staff will present the tax levy and budget information and be prepared to answer questions from both the Council and the public at the Council meeting. Following the presentation, the Mayor must open the meeting to for public comment on the levy and budget. After taking public comment, the Resolution setting the 2012 tax levy must be approved and the budgets must be adopted by motion. Actions Requested: • Receive public input on budget and tax levy. • Adopt Resolution 2011-65 setting a Final Tax Levy of $4,261,000 for 2012 Budget Appropriations. Motion to approve 2012 General Fund Budget of $3,571,172, Building Safety of $230,460, Water $372,592, Sewer $877,963 and Storm Sewer $71,436. Attachments: • Resolution 2011-65 setting a Final Tax Levy of $4,261,000 for 2012 Budget Appropriations. 2012 Budget Binder. • Excerpt from League of Minnesota Cities publication titled "What's Going on With My Tax Bill?" RESOLUTION NO. 2011-65 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION SETTING A FINAL TAX LEVY OF $4,261,000 FOR 2012 BUDGET APPROPRIATIONS WHEREAS, the Otsego City Council is required by State law to establish a final tax levy for 2012 by December 28, 2011. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA. 1. That there is hereby approved for proposed expenditure from general taxes the following sums for the purpose indicated. General Government $3,836,000 2003/2004/2006Street Improvement Debt Service $ 275,000 Public Works Building Debt Service 150,000 Total Tax Levy 4 1 2. That a copy of this resolution be transmitted to the Wright County Auditor. Dated this 12� day of December, 2011 CITY OF OTSEGO Jessica Stockamp, Mayor ATTEST: Tami Loff, City Clerk IMPORTANT PROPERTY TAX LAW CHANGE 2011 Law Change: A New Homestead Market Value Exclusion replaces the Homestead Market Value Credit Old Law: All homesteaded property less than $413,800 in value received a Homestead Residential Market Value Credit. This credit reduced the property taxes billed and was shown on line 4 of the property tax statement mailed in March of each year. Homesteaded property received a credit or reduction on the amount of property taxes. The credit was equal to .4% of market value for the first $76,000 in market value, reaching its maximum level of $304. The $304 credit was gradually phased out for homes valued more than $76,000, until it was reduced to $0 at a value of $413,800. The chart below gives examples of the amount of credit on various valued homes. New Law: All homesteaded property less than $413,800 in value will receive a Homestead Market Value Exclusion. This value exclusion will be identified on the valuation notices mailed in March of each year. The taxable value listed on your Proposed Property Tax Statement has been reduced by the amount of the homestead exclusion. • Homesteaded property no longer receives a credit that reduces the property taxes paid. Instead, a portion of the homestead's property value will be excluded from taxation. • The Homestead Market Value Exclusion excludes from taxation 40% of the value on the first $76,000 of a property's value. The amount excluded is reduced as the value rises above $76,000 (the exclusion reduction is equal to 9% of the value above $76,000). Homesteads that exceed $413,800 in value will receive no homestead exclusion. The chart below gives examples of the exclusion amount on homes of various values. Estimated Market Value Taxable Market Value Taxable Market Value (after Homestead Exclusion) "Old Law' Homestead Credit $ 76,000 $ 76,000 $ 304.00 $ 150,000 $ 150,000 $ 237.40 $ 250,000 $ 250,000 $ 147.40 $ 350,000 $ 350,000 $ 57.40 $ 400,000 $ 400,000 $ 12.40 $ 425,000 $ 425,000 $ - New Law: All homesteaded property less than $413,800 in value will receive a Homestead Market Value Exclusion. This value exclusion will be identified on the valuation notices mailed in March of each year. The taxable value listed on your Proposed Property Tax Statement has been reduced by the amount of the homestead exclusion. • Homesteaded property no longer receives a credit that reduces the property taxes paid. Instead, a portion of the homestead's property value will be excluded from taxation. • The Homestead Market Value Exclusion excludes from taxation 40% of the value on the first $76,000 of a property's value. The amount excluded is reduced as the value rises above $76,000 (the exclusion reduction is equal to 9% of the value above $76,000). Homesteads that exceed $413,800 in value will receive no homestead exclusion. The chart below gives examples of the exclusion amount on homes of various values. Estimated Market Value Homestead Exclusion Taxable Market Value (after Homestead Exclusion) $ 76,000 $ 30,400 $ 45,600 $ 150,000 $ 23,740 $ 126,260 $ 250,000 $ 14,740 $ 235,260 $ 350,000 $ 5,740 $ 344,260 $ 400,000 $ 1,240 $ 398,760 $ 425,000 $ - $ 425,000 IMPORTANT PROPERTY TAX LAW CHANGE 2011 Law Change: A New Homestead Market Value Exclusion replaces the Homestead Market Value Credit Page 2 Why the State Change: • The elimination of the market value homestead credit was included in the 2011 budget bills passed in the legislative special session in July of 2011. By eliminating the credit, the state was able to save roughly $260 million each year. This was one cost saving measure the state used to close the $5 billion two-year state budget deficit. • Under the old credit law, the state was reducing the taxes paid by homesteaded property and instead the state was promising to pay that portion of the tax to the local taxing districts (i.e., your city, county, school, and other local taxing districts). However, in seven of the last eight years, the state did not pay the full credit amount to at least some local governments, due to its budget problems. This meant each year many local governments were left with a deficit in their budgets because of the state's inability to pay the amount it owed. What is the Impact: The impact of this state change will vary for each property depending on a variety of factors. However, in general, the elimination of the homestead credit and replacement with a homestead exclusion is going to mean higher property taxes for most property owners, even if property tax levies adopted by local governments do not increase. The bullets below explain the most significant impacts of this change: • The state is no longer providing a homestead credit and instead the entire levy is being paid by local property taxpayers. • The new homestead exclusion lowers the tax base, which has led to increases in the property tax rates of most local taxing jurisdictions. A property tax rate is calculated by dividing the property tax levy by the total tax base. • For properties that are non -homestead, including commercial and industrial property, the higher property tax rates are likely to mean higher property tax bills even if their values have declined. • For properties that are homestead, the new homestead exclusion may not be enough to offset the increases in tax rates and the elimination of the homestead credit, thus many homestead properties as well will experience tax increases. Information contained in this flyer was gathered from bulletins and documents prepared by the Minnesota House Research Department and Minnesota Department of Revenue. 11 11 0 0 Overall Reduction in Tax Capacity Valuation As provided by the County..... 2011 Tax Capacity Reduced Based on Valuation Valuation Further Reduced Based on MVHE law $11,660,126 $11,258,844 $10,3061103 1 Halcanson 11ilAnderson ITEM NO.: 6.1 A ,TEM E,_1A REQUEST FOR COUNCIL ACTION BY: Ronald J. Wagner, P.E., City Engineer CC: Lori Johnson, City Administrator Tami Loff, City Clerk Gary Groen, Director of Finance Brad Belair, Public Works Supervisor Dan Licht, City Planner Andy MacArthur, City Attorney DATE: December 6, 2011 RE: 70th Street Construction Project (Marlowe Avenue to Martin Farms Avenue) COP 11-02 SAP 217-112-001 BACKGROUND The 70th Street Construction Plans for the '/4 miles from Marlowe Avenue to Martin Farms Avenue has been approved for construction by District 3 State Aid. A Resolution Authorizing Ad for Bids is requested. The timeline would be advertise for bids December 17tH 241h and 31St, 2011 in the Star News and December 26th of 2011 and January 2nd and 9th of 2012 in the Construction Bulletin. Bid opening is proposed for Wednesday January 11 at 1:00 p.m. at the City Hall. Council could award the project during the January 23rd, Council meeting. The project would then be constructed in 2012 with the second lift of asphalt and striping occurring in 2013. Final completion would be prior to June 15th of 2013. FINANCIAL The estimated construction cost is $400,000. The City of Otsego State Aid account will be over $1,500,000 on January 1, 2012 and can pay for all state aid eligible work. State Aid Account = $1,522,445 70th Street Estimated Cost = $400,000 State Aid Eligible = $380,000 Non Participation — Water = $20,000 CITY OF oTsE�o UN THE GREr1T RIVER RUAD ot901-2011 Request for Action - 70th Street - Marlowe Page 1 of 2 RECOMMENDATION We recommend Council approve Resolution 2011-62 Authorizing Ad for Bid for 70th Street Construction from Marlowe Avenue to Martin Farms Avenue. POSSIBLE ACTIONS A. Motion to approve Resolution 2011-62 Authorizing Ad for Bid for 70th Street, Marlowe Avenue to Martin Farms Avenue. B. Motion to table. C. Motion to deny. CITY OF oTsE�o ON THE GREAT RIVER ROAD ot901-2011 Request for Action - 70th Street - Marlowe Page 2 of 2 RESOLUTION NO. 2011-62 RESOLUTION AUTHORIZING ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council, Hakanson Anderson is requesting authorization to order Advertisement for Bids for 70th Street Construction Project, from Marlowe Avenue to Martin Farms Avenue. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such request for authorization to order Advertisement for Bids for 70th Street Construction Project, from Marlowe Avenue to Martin Farms Avenue, is hereby approved. 2. The engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done and shall state that bids will be opened at 1:00 p.m. on January 11, 2012 in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 percent of the amount of such bid. Adopted by the council this 12th day of December, 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot388resOrdAds MINNESOTA DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLANS FOR AGGREGATE BASE, BITUMINOUS SURFACING, CURB & GUTTER, GRADING, STORM SEWER, SIGNING, STRIPING, EROSION CONTROL AND MISCELLANEOUS CONSTRUCTION S.A.P. 217-112-001 CITY OF OTSEGO PROJECT NO. 11-02 LOCATED ON 70TH STREET N.E. FROM MARLOWE AVENUE N.E. TO MARTIN FARMS AVENUE N.E. SECTIONS 30 & 31, TOWNSHIP 121, RANGE 23 75TH E NE p STA. TO STA. THIS PLAN IS UTILITY QUALITY LEVEL D. BRIDGE 4 'j RD E z DATE d ACCORDING TO THE GUIDELINES OF DI ICT STATE AID (NEER: REVIEWED FOR COMPLIANCE WITH STATE AID ULES/POUCY CI/ASCE 38-02, ENTITLED "STANDARD ? T NE 3H GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE NUMBER UTILITY DATA." � aE �qN TATE AID ENGINEER: APP OVED FOR STATE AID FUNDING LENGTH LENGTH END (2011) (2031) ESAL VALUE DESIGN S.A.P. 217-11 -001 PARKING LANES CLASSIFICATION S.A.P. 217-112-001 STA 1 +50 O FT 1269 FT BEGIN 3300 209000 10 10 S.A.P. 21 1 12-001 2 0 RURAL COLLECTOR 70TH STREET NE TA 0+81 0.240 MILES 0 MILES 0.240 MILES 25 3 3 7mH —ED N.E i 3029 31 2 69T I (� 9 9T d O � E7 -PROJECT H H LOCATION H TREET N. PG' O � 'J 6TH o H r� I— Hakanson IIIAnderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-052D 5DD 0 500 1000 SCALE IN FEET V1 I I V1 V I J 1... V V WRIGHT COUNTY, MINNESOTA DISTRICT 3 GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE 70TH STREET CONSTRUCTION PROJECT. SHEE INDEX THIS PLAN CONTAINS 19 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 ESTIMATED QUANTITIES AND PROJECT LEGEND 3 EARTHWORK SUMMARY AND TABULATIONS 4 STORM SEWER SCHEDULE AND CONSTRUCTION NOTES 5 TYPICAL SECTIONS 6 DETAILS 7 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 8 INPLACE TOPOGRAPHY AND UTILITIES, REMOVALS AND TRAFFIC CONTROL PLAN 9 STREET AND WATERMAIN CONSTRUCTION AND DRAINAGE PLAN 10 EROSION AND SEDIMENT CONTROL PLAN 11 SIGNAGE AND STRIPING PLAN, NOTES, LEGEND AND TABULATION 12 CURB RAMP DETAILS 13-15 SIGN DETAILS X1 -X4 CROSS SECTIONS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __L� E-1 P 43352 DATE 6/30/11 TIMOTHY A. EGGERICHS, .E. LIC. NO. HAKANSON ANDERSO DESIGN ENGINEER APPROVED /1 25052 DATE 6/30/11 RO AL J. rRSON , P.E. LIC. NO. HAKANSON CITY OF 0 GGINE R THE SUBSURFACE UTILITY INFORMATION IN STA. TO STA. THIS PLAN IS UTILITY QUALITY LEVEL D. BRIDGE THIS QUALITY LEVEL WAS DETERMINED DATE d ACCORDING TO THE GUIDELINES OF DI ICT STATE AID (NEER: REVIEWED FOR COMPLIANCE WITH STATE AID ULES/POUCY CI/ASCE 38-02, ENTITLED "STANDARD TON GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE NUMBER UTILITY DATA." 41�DATE J Q TATE AID ENGINEER: APP OVED FOR STATE AID FUNDING PROJECT STA. TO STA. GROSS BRIDGE NET ADT ADT DESIGN R TON DESIGN NUMBER NUMBER OF FUNCTIONAL LENGTH LENGTH LENGTH (2011) (2031) ESAL VALUE DESIGN SPEED OF LANES PARKING LANES CLASSIFICATION S.A.P. 217-112-001 0+81 TO 13+50 1269 FT O FT 1269 FT 0 3300 209000 10 10 40 2 0 RURAL COLLECTOR 70TH STREET NE 0.240 MILES 0 MILES 0.240 MILES :�IUHF'INU �:,IUHI UIJIANI:t BA�,tU UN: 3.5 FT - HEIGHT OF EYE 2.0 FT - HEIGHT OF OBJECT DATE I REVISION 1 CITY PROJECT NO. 11-02 S.A.P. 217-112-001 SHEET 1 OF 15 SHEETS FSTIMATFD OIJANTITIFI4 ITEM NO. SPEC. REF. DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY S.A.P. 217-112-001 70TH STREET N.E. ROADWAY STORM SEWER ESTIMATED ESTIMATED QUANTITY QUANTITY LEGEND - - RIGHT-OF-WAY - - - - EXISTING CONTOUR APPROXIMATE EDGE OF WOODS PROPERTY LINE EDGE OF BITUMINOUS - G UNDERGROUND GAS - P -BUR UNDERGROUND ELECTRIC - T -BUR UNDERGROUND TELEPHONE - P -0H OVERHEAD ELECTRIC - F/° UNDERGROUND FIBER OPTIC - CAN UNDERGROUND CABLE f TELEPHONE PEDESTAL -�- SIGN ��- DETAIL NUMBER 3 -SHEET NUMBER - EXISTING CURB AND GUTTER «- EXISTING STORM SEWER < - EXISTING SANITARY SEWER - EXISTING WATERMAIN EXISTING CATCH BASIN �2EXISTING STORM MANHOLE S EXISTING SANITARY MANGLE ^v EXISTING GATE VALVE 'Cr EXISTING HYDRANT EXISTING LIGHT POLE PROPOSED CURB AND GUTTER «- PROPOSED STORM SEWER I PROPOSED WATERMAIN 69 PROPOSED CATCH BASIN ® PROPOSED STORM MANHOLE ® PROPOSED MEDIAN DRAIN D< PROPOSED GATE VALVE 17 PROPOSED HYDRANT zt PROPOSED LIGHT POLE 1 2021.501 MOBILIZATION LUMP SUM 1 0.86 0.14 2 2104.501 REMOVE CONCRETE CURB LIN FT 121 121 3 2104.501 REMOVE WATERMAIN LIN FT 40 40 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 210 210 5 2104.505 REMOVE CONCRETE PAVEMENT SQ YD 17 17 6 2104.509 REMOVE PERMANENT BARRICADE EACH 2 2 7 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 77 77 8 2104.523 SALVAGE SIGN EACH 1 1 9 2105.501 COMMON EXCAVATION (P) CU YD 6,364 6,364 10 2105.505 MUCK EXCAVATION (EV) CU YD 200 200 11 2211.501 AGGREGATE BASE CLASS 3 MODIFIED TON 9,746 9,746 12 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 2,386 2,386 13 2232.501 MILL BITUMINOUS SURFACE (2") SQ YD 18 18 14 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 296 296 15 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 717 717 16 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON 896 896 17 2502.541 4" PERF PE PIPE DRAIN LIN FT 123 123 18 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 570 570 19 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 754 754 20 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 10 10 21 2503.602 CONNECT TO ENSTING STORM SEWER EACH 1 1 22 2503.603 6" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 10 10 23 2503.603 8" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 100 100 24 2503.60316" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 90 90 25 2503.604 4" INSULATION SQ YD 4 4 26 2503.608 DUCTILE IRON FITTINGS POUND 1,035 1,035 27 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 1 28 2504.602 6" GATE VALVE AND BOX EACH 1 1 29 2504.602 8" GATE VALVE AND BOX EACH 1 1 30 2504.602 HYDRANT EACH 1 1 31 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 LIN FT 23 23 32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LIN FT 6 6 33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT 6 6 34 2506.516 CASTING ASSEMBLY EACH 8 8R-4 35 2521.501 6" CONCRETE WALK SQ FT 105 105 36 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 2,334 2,334 37 2531.618 TRUNCATED DOMES SQ FT 16 16 38 2554.505 PERMANENT BARRICADES LIN FT 168 168 39 2554.509 GUIDE POST TYPE B EACH 2 2 40 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.86 0.14 41 2564.531 SIGN PANELS TYPE C SQ FT 32 32 42 2564.602 INSTALL SIGN EACH 1 1 43 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 2,425 2,425 44 2573.530 STORM DRAIN INLET PROTECTION EACH 8 8 45 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 1 46 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 100 47 2575.601 EROSION CONTROL LUMP SUM 1 0.86 0.14 48 2575.605 TURF ESTABLISHMENT ACRE 1.6 1.6 49 2582.502 4" SOLID LINE WHITE - EPDXY LIN FT 2,119 2,119 50 2582.502 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 1,058 1,058 DATE REVISION I hereby certify that this plan, specification, or report was DIED B: 10/7/11 Mn DOT REVIEW 1 prepared by me or under my direct supervision and that I TAE Hakanson Anderson crrY OF ESTIMATED QUANTITIES SHEET of a duly Licensed Professional Engineer under ,h. laws O Ej AND PROJECT LEGEND 2 of the state of �ti FHM In: � Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 oP amort; 763-427-5860 FAX 763-427-0520 S.A.P. 217-� �2-�� 15 Date 6/30/11 Llc. No. 43362 RJW www.hokonson-anderson.com ON THE GRELT RIVES ROAD CITY OF OTSEGO, MINNESOTA SHEETS OT383 EARTHWORK DIP FITTINGS SUMMARY TABLE °- 70TH STREET CHARTER COMMUNICATIONS NE 763-682-5982 - EXT. 11519 AREAS VOLUMES CUMULATIVE VOLUMES CENTERPOINT ENERGY S uare Feet Cubic Yards Cubic Yards STATION CUT FILL CUT FILL CUT FILL 1+DO 118.74 27.48 C.Y. O SUMMARY OF TOPSOIL FILL QUANTITY MANHOLE OR CATCH BASIN COVER BOULEVARD FILL (TOPSOIL DRESSING) 521 C.Y. 240.77 37.09 240.77 37.09 1+50 141.29 12.58 CONCRETE ADJUSTING RINGS NET TOPSOIL FILL QUANTITY 590 C.Y. COMPACTION FACTOR * 1.30 289.54 11.79 530.30 48.88 2+00 171.41 0.15 EXCESS TOPSOIL 518 C.Y. NET FILL QUANTITY 1,762 C.Y. O5 COMPACTION FACTOR 328.25 2.60 858.56 51.48 2+50 183.10 2.66 C.Y. 05 EXCESS SUITABLE GRADING MATERIAL (EV) 2,788 C.Y. 7100H CONCRETE CURB AND GUTTER 337.82 13.37 1196.38 64.85 3+00 181.74 11.78 80001 STANDARD BARRICADES 8002G PERMANENT BARRICADE 8150C INSTALLATION OF CULVERT MARKERS 329.83 31.16 1526.21 96.01 3+50 174.47 21.87 318.97 44.34 1845.18 140.36 4+00 170.02 26.02 329.76 40.26 2174.94 180.61 4+50 186.12 17.46 373.00 39.09 2547.94 219.70 5+00 216.72 24.75 339.02 91.88 2886.97 311.58 5+50 149.42 74.47 213.76 156.77 3100.72 468.35 6+00 81.43 94.84 143.17 174.43 3243.90 642.78 6+50 73.19 93.54 125.66 183.59 3369.56 826.37 7+00 62.52 104.73 156.63 162.75 3526.19 989.12 7+50 106.64 71.03 203.53 122.08 3729.72 1111.20 8+00 113.18 60.81 193.66 116.92 3923.38 1228.12 8+50 95.98 65.47 155.51 137.44 4078.89 1365.56 9+00 71.97 82.97 112.64 145.24 4191.53 1510.80 9+50 49.68 73.89 65.33 166.74 4256.85 1677.55 10+00 20.88 106.20 87.61 168.07 4344.47 1845.62 10+50 73.75 75.32 162.37 107.17 4506.84 1952.79 11+00 101.61 40.42 206.11 68.60 4712.95 2021.39 11+50 120.99 33.67 190.16 94.58 4903.11 2115.97 12+00 84.38 68.48 107.19 166.89 5010.30 2282.86 12+50 31.39 111.76 0.00 0.00 5010.30 2282.86 PUBLIC UTILITIES CONTACT TABULATION DIP FITTINGS SUMMARY UTILITY OWNER CONTACT NAME PHONE CHARTER COMMUNICATIONS STEVE SENGER 763-682-5982 - EXT. 11519 CITY OF OTSEGO PUBLIC WORKS BRAD BELAIR 763-235-3175 CENTERPOINT ENERGY ALLA DENISOVA 612-321-5077 QWEST DENNIS GRUENEICH 763-712-5018 CENTURYLINK GARY JUNGCLAUS 763-425-3812 WRIGHT HENNEPIN CO-OP BOB FENNER 612-719-9811 SUMMARY OF EARTH BALANCE SUMMARY OF COMMON EXCAVATION DIP FITTINGS SUMMARY AGGREGATE BASE CLASS 3 FITTING WEIGHT/FrMNG FITTING (LBS) QUANTITY TOTAL WEIGHT (LBS) 8" PLUG 50 1 50 16" PLUG 150 1 150 16" X6" REDUCER 230 1 230 16" X 8" CROSS 605 1 605 FROM EARTHWORK TABLE TOTALI 1035 SUMMARY OF EARTH BALANCE SUMMARY OF COMMON EXCAVATION THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY AGGREGATE BASE CLASS 3 FROM EARTHWORK TABLE 5,010 C.Y. (3 BOULEVARD SUBCUT + 69 C.Y. Q TOPSOIL STRIPPING + 1,285 C.Y. TOTAL COMMON EXCAVATION 6,364 C.Y. 02 SUMMARY OF FILL QUANTITY TYPE 3, SLOW RELEASE FERTILIZER ANALYSIS 22-0-10 300 lbs/acre FROM EARTHWORK TABLE 2,283 C.Y. BOULEVARD FILL (TOPSOIL DRESSING) - 521 C.Y. NET FILL QUANTITY 1,762 C.Y. O SUMMARY OF TOPSOIL FILL QUANTITY MANHOLE OR CATCH BASIN COVER BOULEVARD FILL (TOPSOIL DRESSING) 521 C.Y. BOULEVARD FILL (SUBCUT AREAS) + 69 C.Y. NET TOPSOIL FILL QUANTITY 590 C.Y. TOTAL EARTH BALANCE SUMMARY CONCRETE ADJUSTING RINGS NET TOPSOIL FILL QUANTITY 590 C.Y. COMPACTION FACTOR * 1.30 ADJUSTING RINGS REQUIRED TOPSOIL FILL 767 C.Y. TOPSOIL STRIPPING - 1,285 C.Y. EXCESS TOPSOIL 518 C.Y. NET FILL QUANTITY 1,762 C.Y. O5 COMPACTION FACTOR * 1.30 REQUIRED FILL 2,291 C.Y. 05 COMMON EXCAVATION MINUS TOPSOIL STRIPPING 5,079 C.Y. 05 EXCESS SUITABLE GRADING MATERIAL (EV) 2,788 C.Y. BASIS OF ESTIMATED QUANTITIES THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY AGGREGATE BASE CLASS 3 100 lbs/yd2/in AGGREGATE BASE CLASS 5 100 lbs/yd2/in NON WEARING BITUMINOUS COURSE MIXTURE 110 lbs/ydz/in WEARING COURSE BITUMINOUS MIXTURE 110 lbs/yd2/in BITUMINOUS MATERIAL FOR TACK COAT 0.05 gal/ydz SEED MIXTURE 260 100 lbs/acre MULCH MATERIAL TYPE 1 2 t/ac TYPE 3, SLOW RELEASE FERTILIZER ANALYSIS 22-0-10 300 lbs/acre Ihereby certify that this plan, specification, or report res gry,Nm gf: prepored by me or under my direct supervision and thaf I TAE a duly Licensed Professional Engineer under the laws of the State of Mi - gRA1M gy, TAE omen n: Dote 6/ 0/11 Lic. No. 43362 RJW - Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 763-427-58600 FAX 763-427-0520 www.hokonson-anderson.com STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE 3006G GASKET JOINT FOR R.C. PIPE 3007D SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES 3145F CONCRETE PIPE TIES 4006L MANHOLE OR CATCH BASIN PRECAST 4010H CONCRETE SHORT CONE AND ADJUSTING RING (SECTIONAL CONCRETE) 4011E PRECAST CONCRETE BASE 4020J MANHOLE OR CATCH BASIN COVER FOR USE WITH OR WITHOUT TRAFFIC LOADS MANHOLE OR CATCH BASIN COVER 4022A 3 FT. X 2 FT. OPENING FOR USE WFFH OR WITHOUT TRAFFIC LOADS 4024A 48" DIA. PRECAST SHALLOW DEPTH CATCH BASIN 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS 4101D RING CASTING FOR MANHOLE 4108F ADJUSTING RINGS FOR CATCH BASINS AND MANHOLES 411OF COVER CASTING FOR MANHOLE (FOR USE IN ALL TRAFFIC AREAS) 4143E STOOL GRATE & CONCRETE FRAME (MEDIAN DRAINS) 4180J MANHOLE OR CATCH BASIN STEP 7035N CONCRETE WALK & CURB RETURNS AT ENTRANCES 7036G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER DESIGN B AND DESIGN V INSTALLATION OF 7111J CATCH BASIN CASTINGS CONCRETE CURB & GUTTER 80001 STANDARD BARRICADES 8002G PERMANENT BARRICADE 8150C INSTALLATION OF CULVERT MARKERS REFERENCE NOTES: 0 NUMBERS SHOWN IN THE TABLE DO NOT INCLUDE 4 INCHES OF TOPSOIL EXCAVATION. Q2 QUANTITY SHALL BE PAID PER ITEM 2105 -COMMON EXCAVATION. (3) FILL SHALL BE SUITABLE GRADING MATERIAL. PLACEMENT AND COMPACTION OF ALL FILL SHALL BE INCIDENTAL ®TOPSOIL SHALL BE USED TO DRESS ALL BOULEVARDS. THIS WORK SHALL BE INCIDENTAL (3) SUITABLE GRADING MATERIAL. © ANY MATERIAL NOT UTILIZED ON THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF THE RIGHT-OF-WAY IN ACCORDANCE WITH SPEC. 2104. CrrY OF EARTHWORK SUMMARY SHEET O"EGO AND TABULATIONS 3 aF S.A.P. 217-112-001 15 ON ME GEEAT ffiVEE ROAD CITY OF •TSEGO, MINNESOTA SHEETS GENERAL CONSTRUCTION AND SOILS NOTES: 1. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 3 AGGREGATE BASE. ALL UNSTABLE MATERIAL SUCH AS TOPSOIL, SILTS, ORGANIC MATERIALS, MUCK, ETC. ENCOUNTERED DURING EXCAVATION WHICH IS NOT ACCOUNTED FOR IN THE ESTIMATED QUANTITIES WILL BE PAID PER ITEM 2105 -MUCK EXCAVATION. 2. STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. IN AREAS OF STREET, SHOULDER, AND INTERSECTION CONSTRUCTION, THE EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 1 FT. 3. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL THE FILL SHALL BE PLACED IN B" TO 10" LOOSE LIFTS, AND COMPACTED TO 100%. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 4. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. S. IN ANY PAVEMENT WIDENING THE CONTRACTOR SHALL STRIVE TO SUBSTANTIALLY MATCH BACKFILL MATERIAL WITH IN PLACE SOILS TO FORESTALL ABRUPT FROST DIFFERENTIAL. GRANULAR FILL SHALL NOT BE PLACED BESIDE NON GRANULAR SOILS AND VICE VERSA. 6. WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT CUT VERTICALLY TO THE BOTTOM OF INPLACE SURFACING OR TOP OF GRADING SUBGRADE WHICHEVER IS DEEPER AT A 1(V):2(H) TO THE BOTTOM OF EXCAVATION. 7. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 8. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH Mn/DOT SPEC. 2104.3. 9. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES (INCIDENTAL). THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. 10. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58-28, SPEC. 3151 MODIFIED, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPEC. 3151 MODIFIED IS INCLUDED IN TECHNICAL MEMORANDUM NO. 02-06-MRR-01. SPECIFIC PG GRADES SHALL BE STATED IN THE SPECIAL PROVISIONS AND AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 11. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 12. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS UNDER THIS CONTRACT. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. 13. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT EROSION CONTROL HANDBOOK. 14. CATEGORY 3 EROSION CONTROL BLANKET SHALL BE INSTALLED IN AREAS OF POSSIBLE EROSION AS DIRECTED BY THE ENGINEER. 15. USE CLASS C BEDDING FOR ALL STORM SEWER. REFERENCE NOTES: 1Q FLOWLINE ELEVATIONS ARE BASED ON THE NORMAL GUTTER GRADE MINUS 2 Q2 OFFSET DIMENSIONS ARE MEASURED TO THE BACK OF CURB OR THE CENTER OF THE GRATE OR COVER CASTING. Q3 ALL CASTINGS AND CONCRETE ADJUSTING RINGS SHALL BE ENCASED IN CONCRETE PER Mn/DOT STANDARD PLATE 4026. ® CASTING SHALL BE SET IN CONCRETE FRAME PER Mn/DOT STANDARD PLATE 4143. QS CASTING SHALL MEET THE REQUIREMENTS OF NEENAH R-3057 OR APPROVED EQUAL. © CONCRETE ADJUSTING RINGS. MIN. 2-2" RINGS, MAX. 4-2" RINGS. Q7 CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. ® STRUCTURE SHALL BE CONSTRUCTED WITH OPENINGS FOR THE P.A.B. DRAIN. Q9 STRUCTURE SHALL MEET THE REQUIREMENTS OFe. 4 STORM SEWER SCHEDULE STRUCTURE NO. STRUCTURE LOCATION DRAINAGE STRUCTURES FLOWLINE OR TOP OF FRAME ELEVATION O INVERT ELEVATION 15" RCP CLV 18" RCP CL III 21" RCP CL III PIPE SLOPE GUIDE POSTS TYPE B STORM DRAIN INLET PROTECTION II REMARKS FLOWS FROM FLOWS TO STATION OFFSET O TYPE DESIGN / PAY HEIGHT CASTING ASSEMBLY TYPE O H 48-4020 SPECIALQB LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT % EACH EACH 5000 5001 1+10 23' LT CB 3.10 SPECIAL 1 951.46 948.36 41 1.22 1 5001 EXISTING PIPE 1+10 23' RT CB/MH 5.00 SPECIAL 1 951.46 W 946.46 10 1.13 1 8 Q N 947.86 E 946.65 5002 5001 4+65 23' RT CB/MH 7.26 SPECIAL 1 956.11 W 948.85 355 0.62 1 E 948.95 5003 5004 8+63.86 23' LT CB 3.10 SPECIAL 1 954.61 951.51 41 0.88 1 5004 5002 8+63.86 23' RT CB/MH 3.66 SPECIAL 1 954.61 W 950.95 399 0.50 1 N 951.15 E 951.15 5005 5006 12+75 50' LT CB 3.00 M-11 960.00 957.00 71 0.50 1 1 5006 5004 12+47 15' RT STM/MH 6.55 A-7 963.10 W 956.55 383 1.41 1 SE 957.65 NE 956.65 5007 5006 12+75 35' RT CB 3.00 M-11 961.00 958.00 34 1.03 1 1 TOTALS 6.00 22.47 6.20 570 754 10 2 8 SEE NOTE CASTING NEENAH 3067 OR EQUIVALENT WITH DL/DR OR VANE GRATE 24"X36" SEE NOTE (2) 3" .. 42"X54" WALL TO BE PRECAST SECTION OR CONCRETE SEWER BLOCK PRECAST OPENINGS AS REQUIRED 2'X3' CATCH BASIN 4 UA It I KLVIWUN i n -ay oernty toot Trite pion, specltioatlon, or report was DISM n; --_- 10 7/11 REVISED TOTAL SHEETS prepared by me or under my direct supervision and that I TAE C11'Y QP STORM SEWER SCHEDULE SHEET oma duly Licensed professional Engineer under the Iowa E anson Anderson 0 �� xS of th• stat. of Mi � n: - Civil Engineers and Land SurveyorsTAE 3601 Thurston Ave., Anoka, Minnesota 55303 AND CONSTRUCTION NOTES"I'Mb, pommyn 763-427-5860FAX 763-427-0520$.A.F. 21%-112-�0Date 6/30/11 Lie. No. 43362 RJW www.hakanson-anderson.eom ON TSS GRSAT RIM ROAD CITY OF OTSEGO, MINNESOTA CASTING ASSEMBLIES SUMMARY ASSEMBLY RING OR FRAME CASTING N0. GRATE CASTING NO. COVER CURB CASTING BOX NO. NO. QUANTITIES REMARKS A-7 700-7 716 1 M-11 ROUND CONCRETE 731 2 STOOL GRATE SPECIAL 1 5 O PROJECT TOTALS: 8 SEE NOTE CASTING NEENAH 3067 OR EQUIVALENT WITH DL/DR OR VANE GRATE 24"X36" SEE NOTE (2) 3" .. 42"X54" WALL TO BE PRECAST SECTION OR CONCRETE SEWER BLOCK PRECAST OPENINGS AS REQUIRED 2'X3' CATCH BASIN 4 UA It I KLVIWUN i n -ay oernty toot Trite pion, specltioatlon, or report was DISM n; --_- 10 7/11 REVISED TOTAL SHEETS prepared by me or under my direct supervision and that I TAE C11'Y QP STORM SEWER SCHEDULE SHEET oma duly Licensed professional Engineer under the Iowa E anson Anderson 0 �� xS of th• stat. of Mi � n: - Civil Engineers and Land SurveyorsTAE 3601 Thurston Ave., Anoka, Minnesota 55303 AND CONSTRUCTION NOTES"I'Mb, pommyn 763-427-5860FAX 763-427-0520$.A.F. 21%-112-�0Date 6/30/11 Lie. No. 43362 RJW www.hakanson-anderson.eom ON TSS GRSAT RIM ROAD CITY OF OTSEGO, MINNESOTA ROW EXISTING GROUND EXISTING ROW GROUND 45' F—F c 21.5' 10.5' 12' 12' 10.5' 6' SHOULDER DRIVE LANE DRIVE LANE SHOULDER 2.0% I 2.011 2.OX B618 CONCRETE CURB & GUTTER (TYP.) 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) 2.5" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330B) 6" CLASS 5 AGGREGATE BASE 24" CLASS 3 AGGREGATE BASE APPROVED SUBGRADE l TYPICAL SECTION 5 JJ 1� 7ZZl COMMON EXCAVATION (TOPSOIL) SUITABLE GRADING MATERIAL1Q 3 TYPICAL FILL SECTION rJ N.T.S. rt e>s TT1.1.f.7.71i BITUMINOUS ROLL OVER 1/8" MIN. — 3/8' MAX. B618 CONCRETE %3 = CURB & GUTTER 4.5" BITUMINOUS 6" 6" AGGREGATE 2 PAVING AT CURB DETAIL ROW 5 N.T.S. ROW LEGEND 4" TOPSOIL DRESSING COMMON EXCAVATION (TOPSOIL) COMMON EXCAVATION REFERENCE NOTES: 4" BOULEVARD1Q SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL SUBCUT, TOPSOIL FILL L 4" BOULEVARD CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION SUBCUT, TOPSOIL FILL OF TOPSOIL, SILTS, DEBRIS, ORGANIC MATERIAL, AND OTHER CUT SLOPE Q UNSTABLE MATERIAL. SUBGRADECU7 SLOPE 2 Q CONTRACTOR SHALL PROVIDE A SAFE CUT SLOPE PER OSHA REQUIREMENTS. 4 TYPICAL EXCAVATION SECTION 5 N.T.S. DATE REVISION I hereby certify that this plan, specification, or report was Dis m R: — 10 7 11 REVISED TOTAL SHEETS prepared by me or under my direct supervision and that I -- -- SHEET oma duly Licensed professional Engineer under ,he law, TAE _ Hakanson Anderson O�� TYPICAL SECTIONS 5 of the state of Ms CG�k 9t; Civil Engineers and Land Surveyors ov TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 15 b. . 0M r. 763-427-5860 FAX 763-427-0520 Dote 6/30_f 11 Lic. No. 43362 RJW www.hokonson—anderson.com ON THE GREAT R1VSB BRAD CITY OF OTSEGO, MINNESOTA SHEETS OT383 10' MIN. TRANSITION 10' MIN. TRANSITION F-2- TOP CURB EXPANSION JOINT-/ `-EXPANSION JOINT DESIGN GUTTER LINE GRADE V2 -NO. 4 REBARS ON EACH SIDE OF CASTING, 10 FEET LONG IN LENGTH (-B"/—6"-j 6618 CURB /'GUTTER TO & GUTTER 6"� / MATCH CASTING 8"- 10' TAPER 10' TAPER 1 CURB TRANSITION AT CATCH BASIN s :RMAIN POLYSTYRENE INSULATION BOARD Mn/DOT 3760, AASHTO M 230 I All CURB Ix w 3 4" PERFORATED PIPE TRANSVERSE P.A.B. DRAINS 1' BELOW SUBGRADE at 0 (MAY BE ADJACENT TO, BELOW, OR v~) ABOVE STORM SEWER) Q8 e9 PLAN X11 CURB B618 CURB D TOP VIEW & GUTTER jj — 1 BITUMINOUS WEAR MINIMUM 2D D 2D COURSE TWO LAYERS OF 3D BITUMINOUS NON -WEAR 18 CLEAR INSULATION BOARD. SO MIN. MIN. 4" THICKNESS 4 COURSE STAGGER JOINTS :. i PROFILE: ` - CLASS 5 AGGREGATE BASE INSULATION FOR WATERMAIN 4t:" CLASS 3 AGGREGATE 2 AND STORM SEWER CROSSINGS © =;. ;;r�"=^k `7' SUB -BASE = —APPROVED SUBGRADE HYDRANT LOCATOR ROD ADJUST TO FINISHED 12" COARSE FILTER AGGREGATE ADJUST TO FINISHED 5 FOOT LENGTH FINISHED GRADE AS SPECIFIED GRADE AS SPECIFIED MN/DOT SPEC. 3149 RED/WHITE WITH SPRING MOUNT GRADE FINISHED GRADE GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 2 1/2" HOSE CONNECTION VALVE BOX ASSEMBLY 4" DIA. PERFORATED PIPE o: w MN/DOT SPEC. 3278 4 1/2" PUMPER CONNECTION 0 w (HAUNCH BOTTOM )s OF PIPE) U BASE, VALVE & BLOCKS 0 n TO BE WRAPPED WITH 0 VALVE BOX ASSEMBLY 2 LAYERS OF 4 MIL PLASTIC TRANSVERSE PERMEABLE AGGREGATE BASE (P.A.B.) DRAIN nz5l WATERMAIN, 2 SOLID CONCRETE BLOCKS z 5 N.T.S. N SIZE VARIES MIN. 4" THICK MIN. B"X12" " w F- SOLID CONCRETE BLOCKS 0 z NOMINAL GROUND 8" MIN. 4" THICK LINE MIN. 8"X12" 2 SOLID CONCRETE BLOCKS W 8 3/8' MIN. 4" THICK J MIN. B"X12" SOLID CONCRETE BLOCKS z M STANDPIPE TYPICAL RESILIENT WEDGE MIN. 4" THICK dBOTTOM VALVE & BOX INSTALLATION MIN. a"x12" o r s 10" & UNDER WATERMAIN 07 -coa�a s �� TYPICAL & OVER BOX INSTALLATION it REFERENCE NOTES: 10 22" BREAKOFF SECTION. a PACER TRAFFIC FLANGE HYDRANT 0203 ®50ZO LEFT HAND OPERATING NUT. 8 03 PAINT BARREL SECTION RED TO GRADE. ® DRAIN HOLES ABOVE NORMAL WATER TABLE TO BE OPEN, DRAIN HOLES BELOW NORMAL WATER TABLE TO BE PLUGGED. HYDRANTS WITH PLUGGED DRAIN HOLES SHALL BE TAGGED WITH A METAL STRIP. 05 ALL CAPS SHALL BE FITTED WITH CHAINS. © INSULATE ALL WATERMAIN PIPE CROSSINGS WITHIN 2 FEET OF STORM SEWER PIPE. (2) ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS TO BRING THE OPERATING NUT TO WITHIN 1 FOOT OF THE SURFACE. ® OUTLET TO BOTH SIDES OF THE ROADWAY. 09 MINIMUM TRANSVERSE SLOPE OF PERFORATED PIPE SHALL BE 2.00%. DATE REVISION I hereby certify that this plan, specification, or report was 05 U BY: 10/7 11 REVISED TOTAL SHEETS prepared by me or under my direct supervision and that I TAE Hakanson Anderson CITY OF DETAILS SHEET om a duly Licensed Professional Engineer under the lows 0�� f the state of Min �,e; �; - Civil Engineers and Land Surveyors 6 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 15 gE]II➢W. 763-427-5860 FAX 763-427-0520 Date 6/30/11 Lic. No. 43362 RJW www.hakanson-anderson.com ON THS GREAT RIS GOAD CITY OF OTSEGO, MINNESOTA SHEETS SUKi AUL ROAD / POST LENGTH, 5 FT. MIN. AT 6 FT. MAX. SPACING PLASTIC ZIP TIES / SO• MyNy�G (50LB TENSILE) LOCATED IN TOP 8" / y DIREJFLOW RUNO GEOTEXTILE FABRIC, 36" WIDTH zZ �w 0 _ w o o MACHINE SLICE 8"-12" 6" MINIMU o iv DEPTH IL STANDARD MACHINE SLICED 1"-2" WASHED ROCK 1 ROCK CONSTRUCTION ENTRANCE 7 2'X3' HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS SILT FENCE DETAILS D 7 TD PROTECT AREAS FROM SHEET RDW (SEE SPEC. 3888) V�� HDPE INSERT BASKETS SHOWN WITHOUT FILTER BAGS. 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS DEBRIS COLLECTION DEVICE 4 FOR CATCH BASINS 7 ouRe SILT FABRIC SLEEVE PER MNDOT 00 0 0 0o SPECIFICATION 3886 00000 34.12" NO N v 6.375" 3.6 HDPE 17.63" EMERGENCY OVERFLOW OPEN BOTH SIDES SILT FABRIC SLEEVE PER MNDOT SPECIFICATION 3886 5.69" 2" DIAMETER HOLES TOP VIEW —SEDIMENT CONTROL SLOT FOR LOCKING TAB BARRIER FRAME SIDE VIEW SEDIMENT CONTROL BARRIER FRAME SEDIMENT CONTROL BARRIER s FOR CATCH BASINS 7 c9 SEDIMENT CONTROL BARRIER �s FOR MEDIAN DRAINS 7 PE DIAMETER LjHOLES I I ` is f SILT FABRIC SLEEVE PER MNDOT SPECIFICATION 3886 0 0 0 0 0 0 0 0 0 0 0 TOP VIEW SIDE VIEW SEDIMENT CONTROL BARRIER FRAME (27" SHOWN) GENERAL EROSION CONTROL NOTES: 1. PRIOR TO ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA—NPDES STORMWATER PERMIT. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED COVERING CONSTRUCTION ACTIVITIES. THE SWPPP IS INCLUDED IN THE PROJECT MANUAL. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWPPP INSPECTION LOG. WEEKLY LOGS MUST BE FORWARDED TO THE ENGINEER FOR REVIEW. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MPCA WHEN FINAL STABILIZATION IS APPROVED BY THE ENGINEER. 7. ALL LABOR, MATERIALS, AND EQUIPMENT COSTS NECESSARY TO MANAGE EROSION AND SEDIMENT IN ACCORDANCE WITH THE Mn/DOT STANDARD SPECIFICATIONS, Mn/DOT EROSION CONTROL HANDBOOK, AND ALL REQUIREMENTS INCLUDED IN THE PROJECT MANUAL SHALL BE PAID PER ITEM 2575—EROSION CONTROL, UNLESS OTHERWISE INCLUDED ON THE PROJECT BID FORM. REFERENCE NOTES: 1Q SILT FENCE SHALL FOLLOW AS CLOSELY AS POSSIBLE A SINGLE CONTOUR LINE. HDPE ECY��1 OVERFL2" DIAMETER OVERFLOW rJ HOLES 0 0 0 0 0 0 0 0 0 01000000 SEDIMENT CONTROL 5.25" BARRIER FRAME �i � e�f SEDIMENT CONTROL s BARRIER FOR MANHOLES UAIt RLVISIUN I hereby certify that this plan, specification, or report was D'.4.Im Af; 10 7 11 REVISED TOTAL SHEETS prepared by me or under my direct supervision and that ITAE AA Hakanson Andersoncrrx OF EROSION AND SEDIMENT CONTROL XSHEETS m a duly Licensed Professional Engineer under the laws 0��of }he Sto+. of Ali pCl�AB1; civil Engineers and Land Surveyors NOTES AND DETAILS TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 -- afssm91. 763-427-5860 FAX 763-427-0520 Date 6/30/11 Lic. No. 43362 RJW www.hakanson—anderson.com CITY OF OTSEGO MINNESOTA ON THS GREAT RIM ROAD OT383 MILL 12 SY BITUMINOUS PAVEMENT — (2' WIDE BY 2" DEEP) --- ------ 0+00 \g5 7� h 1� 50 0 50 100 SCALE IN FEET f m rn M 3— _MITI 00 . 0001 0 —��10 SAWCUT 53LF AND SAWCUT 24LF AND REMOVE 87 SY REMOVE 123 SY BITUMINOUS PAVEMENT _ _ BITUMINOUS PAVEMENT CURB/ D QI `_ W PROTECT CURB jl 0+00i 1+0 - - 4 r' z W ( eI W ..I -j I l� `r �i �m / / m \ ✓ 00 2+00--9 3+00/ 4+00 /G i$+0+� \� +gg —7100/ s4� 1 _MITI 00 . 0001 0 —��10 SAWCUT 53LF AND SAWCUT 24LF AND REMOVE 87 SY REMOVE 123 SY BITUMINOUS PAVEMENT _ _ BITUMINOUS PAVEMENT CURB/ D QI `_ W PROTECT CURB jl 0+00i 1+0 - - 4 r' z W ( eI W ..I -j I l� `r �i V CONCRETECURB1Q REMOVE 40LF — _ WATERMAIN 12+00 SALVAGE STREETL/ jl NAME SIGN _ o: MILL 6 SY BITUMINOUS PAVEMENT (2' WIDE BY 2" DEEP) GENERAL NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE. LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. REFERENCE NOTES: 1Q CONCRETE SAWCUT SHALL BE INCIDENTAL. 2+00 3+00 4+00 5+00 6+00 7+00 8+009+00 10+00 — —41T111 1 I — —{ — } — 1 ^rn 11+00 12+0 I R11-2 ROAD CLOSED MW AV AM TYPE III TYPE III BARRICADE BARRICADE W/FLASHER W/FLASHER 13+ 4= REMOVE 17 SY CONCRETE PAVEMENT 1Q -suR SALVAGE LIGHT POLE (BY OTHERS) REMOVE 56LF CONCRETE CURB 1Q I I I I I i 13+00 --t� I \ I I ��9 I SIp�, CLOSED BARRPC 111 W/ ADE FC,4SHER UNI. KLTI�Ium i nersay cernry rnm rms pion, spscm.ction. or -part was OEM R: - 10/7/11 Mn DOT REVIEW 1 prepared duly Licensed nod -der my direct super islon ,h: that s I TAE __ _ - C1TY OF INPLACE TOPOGRAPHY AND UTILITIES, SHEET S,a1. at Mt _ Hakanson Anderson OEGO REMOVALS AND TRAFFIC CONTROL PLAN 8 Isurn: Civil Engineers and Land Surveyors of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 2�.�—��2—�0� 16 limulml 11, al�un n 763-427-5860 FAX 763-427-0520 Date 6/30/11 Lic. No. 43362 R3W www.hakanson—anderson.com ON 7BS GRBAY BlVlf>� 80AD CITY OF OTSEGO, MINNESOTA sHEETs / / \ \ i \ \ ✓ / \ \ h L954- -954-2+003+00 2+00--9 3+00/ 4+00 /G i$+0+� \� +gg —7100/ s4� 1 / — _+00 \ 9+00 t O+DO 1 1001` � REMOVE,? PER MANE 1 \ J ��/ REMOVE 55LF — - - BARRICADE / - — — — / — — CONCRETE CLB1Q R— V CONCRETECURB1Q REMOVE 40LF — _ WATERMAIN 12+00 SALVAGE STREETL/ jl NAME SIGN _ o: MILL 6 SY BITUMINOUS PAVEMENT (2' WIDE BY 2" DEEP) GENERAL NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE. LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. REFERENCE NOTES: 1Q CONCRETE SAWCUT SHALL BE INCIDENTAL. 2+00 3+00 4+00 5+00 6+00 7+00 8+009+00 10+00 — —41T111 1 I — —{ — } — 1 ^rn 11+00 12+0 I R11-2 ROAD CLOSED MW AV AM TYPE III TYPE III BARRICADE BARRICADE W/FLASHER W/FLASHER 13+ 4= REMOVE 17 SY CONCRETE PAVEMENT 1Q -suR SALVAGE LIGHT POLE (BY OTHERS) REMOVE 56LF CONCRETE CURB 1Q I I I I I i 13+00 --t� I \ I I ��9 I SIp�, CLOSED BARRPC 111 W/ ADE FC,4SHER UNI. KLTI�Ium i nersay cernry rnm rms pion, spscm.ction. or -part was OEM R: - 10/7/11 Mn DOT REVIEW 1 prepared duly Licensed nod -der my direct super islon ,h: that s I TAE __ _ - C1TY OF INPLACE TOPOGRAPHY AND UTILITIES, SHEET S,a1. at Mt _ Hakanson Anderson OEGO REMOVALS AND TRAFFIC CONTROL PLAN 8 Isurn: Civil Engineers and Land Surveyors of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 2�.�—��2—�0� 16 limulml 11, al�un n 763-427-5860 FAX 763-427-0520 Date 6/30/11 Lic. No. 43362 R3W www.hakanson—anderson.com ON 7BS GRBAY BlVlf>� 80AD CITY OF OTSEGO, MINNESOTA sHEETs GENERAL NOTES: I I 1. SEE STORM SEWER SCHEDULE ON SHEET 4 FOR STORM SEWER STATIONS, OFFSETS, MANHOLE SIZES AND CASTINGS. 201-F 8" DIP 2. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. (CLASS 52) AND REFERENCE NOTES: B" DIP PLUG 30LF 16" DIP (CLASS 52), 1D CULVERT MARKER SHALL BE PAID PER ITEM 2554 -GUIDE POST TYPE B. 16"X6" DIP REDUCER, I I Q2 DENOTES TOP OF FRAME ELEVATION AS SHOWN ON Mn/DOT STANDARD iOLF 6" DIP (CLASS 52), PLATE 4143. 16"XB" D IIS AND HYDRANT VALVEP 6" GATE & BOX (3 THE THICKNESS OF THE CONCRETE WALK SHALL BE V. THE TRUNCATED I I 50 0 50 1Do DOMES SHALL BE EPDXY COATED, COLOR DARK GRAY, BY THE SUPPLIER AND SHALL BE PAID PER ITEM 2531 -TRUNCATED DOMES AND THE 6DLF 16" DIP END SCALE IN FEET CONCRETE WALK SHALL BE PAID PER ITEM 2521-6" CONCRETE WALK. (CLASS 52) AND S.A.P. 217-112-001 - - - - - - - 16" DIP PLUG STA 13+50 BEGIN - - - - - - - - - S.A.P. 217-112-001 I - -K - - - 5005 X STA 0+81 1i'` 5000 8" GATE 5003 VALVE & BOX 0+00 1+0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+OD 12+0 13 0 -I + I- —� - —�- - —r - -I I- - - 5002 '� 5006 5001 I CONNECT TO EXISTING STORM SEWER 975. 970• • CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE BASE DRAIN PER e 6 P -BM CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE BASE DRAIN PER 6 5004 GOLF 8" DIP — CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE CONNECT TO J BASE DRAIN PER EXISTING 6 WATERMAIN-, F&I CULVERT MARKER PER _' •' 8 50T 1QSTANDARD it PLATE ____ PEDESTRIAN CURB RAMP WITH �W TRUNCATED -'DOMES. SEE it q SHEET 12 FpR DETAILS (3 z, I a _I >'''' I ...... INSTALL o SALVAGED ISI LIGHT POLE I(BY OTHERS) zl I I rt I I 0m. :. z I 965. PVI STA = 12+00 ......... .......................... .... .............................................. .... : PVI'ELEV :=' 962.75:......... ............................. ' LOW POINT ELEV = 955.23 A.D. -1.57 LOW POINT STA = 8+63.86 HIGH POINT ELEV = 956.99 K = 95.31 PVI STA := 9+50 I I HIGH''f01NT STA = 5+28.'57......:............................:.........:.........:. ........................ .. ...750.00'.VC ....:....(....:.FUTURE .:........... 97.... PVI STA 5+00 PVI ELEV 954.60 I : CONSTRUCTION PVI ELEV 957.30 o A.D. =: -1.94 K = .77 ; w R A.D. 386 64 K .=. 7.7.39 ....:.........:.........:.........:.........:........ .. I 250 I � Z r`n :. 00'' ................... ....... 1 150.00' VC 1 + .o.._......... in , .0 i.t..: yy 970 n > tl two N m Ld I 9 65 ......... :. . ...... o .......H w . : : ... 0m. :. z 965. ko N mmOi N W W ..r-.-.�... / ..... :N : Ch : of :CA Vi 0 W + m as � Zi 34LF / 960....:.........:.........:.........:.......o.:a ............m j W ? .........:.........:... �., PROPOSED. PROFILE > W ........ ....... .............. .. 26% ........ _ _ _ _ ........ -+5" R�(CL 5) 60.... II m.. m U..:......... 5. Ot 3X ...:.........:... EXISTING fL PROFILE — �; / (TIE ALL JOINTS) — - -0.60X 955 ..... .. ..... ... q 1:OLF1.34%......... ... .. _ _ _ .— ... .yam. ! ...................:. ........:........�.�.....:.. . — — — .. — � at% / 5 .O..1..... C l 00/ o � . .......... .................. 955 . 21" RCP (CL 3) �: —. — — 15" RCP. rn 01.13X 0.70% 383LF ,nom m J> 950 ....:.........:......... `.. :.........: '.... 399LF..1.8".RC P (CL 3) O: 0. 50X S B" WATERMAIN CROS ING:: tD �,im 950 ... .. .... . .'. . .......... ........ ......... PROVIDE •A• MINIMUTA.OF� B � t . N.pa,or� . ^ .... 18" : RCP (CL 3) O 0.62X... OF SEPARATION FROM THE : II x „�..W ' x -i'iv _ - - - $SSCP STORM SEWER.: INSULATE: .945 i _-- \ N "a• rn �'^ o^n BETWEEN STORM SEWER AND: WATERMAIN PER 2 .: e.:.........:. �zzz ...... INV=946:33:'! ....... ......... ... ...... ........:........ ........ ;. .......... m w ......... �.�`.- -..........:.........:.........:......... 945 7 '010 N10 'n C6 Cd Ln -ill II II: i o iri � : a oo uo ' Nq�j ate! :O : : : : ^�� ^ II V13 II 940 R .........:.........:......... X VV� t-� I :.1 ......:0 Mases . ......v1�.1 n Y'Iltr n. .........;.. "'3 .................... ................ : .......... : ��... .. II > > ..........: ............................:.................. : ............ M!>>> c�z__ _ ................: ........:......... :......... :......... : ........: ........: ........................... 940 ....... . ��^� .� Z : O14 O: n:m ^: n:ai n: U�Z�;� u'1: rn;n N; X0:0 N: ^.1� �.M N:m 1-0 �� :� %>> mal 2Z �'MI L' u'1' I!'i'+ u7. I' N' LO' al. �: to v; N' n. N' a0: ,`. t0 n N' Ln tD N' N• V7 m Ln tn' a1• N. 1n' N Y' u'/' Y -,n• ,n' In M' u) N• m.01 O. N N: co .N �: to O.� N: tD co ^ CUJzzz: �� M11 M.11 CD: �:� �: �:� �. �:� �' �'as M. M'ol Im M'Ol 0: a:ol �: �.Ol �: M:p�j ureic n;crIawn i nereoy cenvy Tnm Tis plan, speolti-v n, or report was Kwo P. 10/7/11 REVISED GATE VALVE LOCATION prspored by me or under my direct supervision and that I SHEET LicensedTAE CITY of STREET AND WATERMAIN CONSTRUCTION am a duly Licensed Professional Engineer under }h• lows _ Hginnson Anderson 0 �� 9 or me scot• or N1 am 11Y.. E Civil Engineers and Land Surveyors AND DRAINAGE PLAN DF TAE 3601 Thurston Ave., Anoka, Minnesota 55303 damnIIMU E4 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 15 DateIMT A. 6/30/11 Lie. No. 43362 RJW www.hakanson-anderson.com Mb'ON Rffi GRSAf 8t BOAD CITY OF OTSEGO, MINNESOTA SHEETS I I I I 5o 0 50 100 SC4LE IN FEET 0+00 —/ `'E 1 1 I I. I I. 1 1. ` • +—+I+ *+ ++7++ ++ +f +— +— + + ++++++�+a � t= + 1+ +00 +0 4+DO 5+00 6 0 +00 1 8+00 9+00 0+00 + 11+00 12+ +1 +O—pI I -4 ++++ + + N 1 II LEGEND SEED MIXTURE 260 ♦— PROPOSED SILT FENCE. SEE 7 PROPOSED ROCK ENTRANCE 1� PROPOSED INLET PROTECTION @2 (I PROPOSED DRAINAGE ARROW I 1 IZ7 I �I--I Q 1 I I I z1 I I GENERAL NOTES: 1. ALL DISTURBED AREAS REQUIRE 4" OF TOPSOIL AND TURF ESTABLISHMENT CONFORMING TO Mn/DOT STANDARD SPECIFICATIONS. 2. SEE SHEET 3 FOR TYPE AND APPLICATION RATES FOR MULCH, SEED AND FERTILIZER. 3. TYPE 1 MULCH SHALL BE DISK ANCHORED. DISK ANCHORING SHALL BE INCIDENTAL. REFERENCE NOTES: 10 PRIOR TO EXPORTING MATERIALS OR DEBRIS, CONTRACTOR SHALL PROVIDE A ROCK ENTRANCE PER e 02 PRIOR TO CURB CONSTRUCTION, INLET PROTECTION SHALL MEET THE REQUIREMENTS OF AND @, , AFTER CURB CONSTRUCTION, INLET PROTECTION FOR CATCH BASINS SHALL MEET THE REQUIREMENTS OF T 03 INLET PROTECTION FOR MEDIAN DRAINS SHALL MEET THE REQUIREMENTS OF e ® ALL INLET PROTECTION DEVICES SHALL BE PAID PER ITEM 2573—STORM DRAIN INLET PROTECTION. 111 eoy c rnry roar rn,s pion, specmcanon, or report was )NM g/: — 10/7/11 REVISED GATE VALVE LOCATION prepared by me or under my direct supervision and thot I — -- SHEET am a duly Licensed Protessionol Engineer under The laws TAE Hakanson Anderson O�� EROSION AND SEDIMENT at the State of Ali DPA" BY. -- Civil Engineers and Land Surveyors CONTROL PLAN OF TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 21 %—� 2-001 10 �"' ome: 763-427-5860 FAX 763-427-0520 15 Date 6/30/11 Lic. No. 43362 RJW www.hokonson—anderson.com ON THE GRBST R1vBE ROAD CITY OF OTSEGO, MINNESOTA sHEETs OT383 � Halcanson ■■ Anderson ITEM NO.: 6.1 B ITEM G -7B REQUEST FOR COUNCIL ACTION BY: Ronald J. Wagner, P.E., City Engineer CC: Lori Johnson, City Administrator Tami Loff, City Clerk Sue Frisch, Accounting Clerk DATE: December 6, 2011 RE: 70th Street (Martin Farms Avenue to Oakwood Avenue) BACKGROUND — FEASIBILITY The 70th Street predesign is underway. Currently, all of the survey has been completed. Some changes have occurred since the previous Feasibility Study was prepared and the report should be updated to reflect these. The two major changes are: 1. 70th Street from Marlowe Avenue to Martin Farms Avenue is a stand alone project and is schedule for completion in 2012/2013. This changes the road termini for the project and the cost estimate. 2. The Council has stated the desire for the project to include an off street trail to start at MacIver Avenue and end at Oakwood Avenue. An off street trail would change right-of-way needs & the cost estimate. RECOMMENDATION We recommend the Council authorize the preparation of the Feasibility Study. CITY OF oTSEGO ON THE GREAT RIVER ROAD ot901-2011 Request for Action - 70th Street Page 1 of 3 BACKGROUND — GRANT APPLICATIONS It is our opinion the 70th Street Project is an even more attractive Region 7W Federal Grant project this year, than it was last year, for several reasons: The non -existing portion of the project is '/4 mile less in length going from % mile to '/2 mile with the exclusion of the portion from Marlowe Avenue to Martin Farms Avenue. This will lessen fears amongst TAC (Technical Advisory Committee) members of the need for an environmental study. 2. This is the second year it is being brought forth. Multiple year applications seem to fare better than first year applications. 3. The application scored the highest of all projects last year, proving justification for the project. 4. The project is planned to be constructed in 2013/2014 with 2016 money. Project completion in advance of Federal Grant dollars is looked upon very favorably. Otsego must submit an application to Region 7W by January 13, 2012. Another grant opportunity that the 70th Street Project would align itself well with is the funding for Routes of Regional Significance. The project meets all of the criteria and is eligible for up to $500,000. The key component to this grant is that the project must be approved for construction letting by June of 2013. This timeline would require design to start very soon as right-of-way acquisition, especially condemnation proceedings, can take several months if not closer to a year to complete. The application must be submitted prior to February 3, 2012 to Mn/DOT State Aid for $500,000. RECOMMENDATION We recommend Council authorization preparing and submittal of this application for a Region 7W Federal Grant in the amount of $1 million. We recommend the Council authorize preparation and submittal of an application for funding from the Routes of Regional Significance to Mn/DOT State Aid for $500,000. To show State Aid Otsego's commitment to the required timeline, we also recommend the Council authorize final design of the 70th Street Project for the purpose of obtaining right-of-way. CITY OF OTSEG� UN THE GREAT RIVER ROAD ot901-2011 Request for Action - 70th Street Page 2 of 3 FINANCIAL With a very preliminary estimate of $2.5 million to $3 million project cost, these two grants could combine to pay at least %2 of the project cost. The City of Otsego can use its State Aid Funds to pay for the remaining amount. Also, the City of Otsego can advance State Aid Funds to cash flow the project until the Region 7W Federal Grant monies become available in 2016. Project Cost = $3 Million Region 7W Grant = $0.5 Million State Aid = $1.5 Million State Aid Advancement Available = $1.8 Million POSSIBLE ACTIONS A. Motion to approve Resolution 2011-63 Authorizing Preparation of the 70th Street Feasibility Study. B. Motion to approve Authorization of Preparation and Submittal of Region 7W Federal Grant Application and Routes of Regional Significance State Aid Grant Application. C. Motion to approve Resolution 2011-64 Authorizing Preparation of Plans and Specifications for 70th Street from Martin Farms Avenue to Oakland Avenue. D. Motion to table. E. Motion to deny. CITY OF OTSEGO UN THE GREAT RIVER ROAD ot901-2011 Request for Action - 70th Street Page 3 of 3 d Fit - =1 �r r y fk i Al�l %� 1 .f OW �I Li A_ r t a �1 0 f �� • t r i 1 Hakanson IA -,Anderson Legend �iSEGO N ®off Street Trail Non Existing to Rural 70TH STREETSExisting to Rural 2012 Construction IMPROVEMENT ON 7HE GREAT RIVER ROAD A Bypass Turn Lane Improvement Area EXHIBIT 1 0 1.500 3.000 4.500 Feet LOCATION MAP ATA SOURCES: WRIGHT COUNTY SURVEY DEPT.. MN DNR 8 CITY OF OTSFGn K:1ced engIPROJECTSIGIS10T38310T383 Exhibit Dec 06, 2011 — 12:02pm K: cad_eng\PROJECTS\MUNICIPAL\OT388\dwg\OT388— EXHIBIT. dwg w w Z Z J � J 75' _I 65'Of w 2 CLEAR w 6' BLVD. 10' BIT ZONE 0 a_ 4% TRAIL ----��_ I 2% I /- 1 4. r 70TH STREET MACIVER AVE. TO MARTIN FARMS AVE. EXHIBIT 2 TYPICAL TRAIL SECTIONfl Dec 06, 2011 — 12:03pm K: \cad_eng\PROJECTS\MUNICIPAL\OT388\dwg\OT388—EXHIBIT.dwg W Z_ J i H W n 0 6' PAVED SHOULDER 2' GRAVEL- 2' RAVEL 2' MIN SHOULDER It i A 4% - A- 6' DITCH BOTTOM 4:1 TYPICAL 3:1 MAX SLOPE Li w z_z_ J —I 0 12' DRIVE 12' DRIVE 0 o LANE LANE o LL -LL - 1 2%-3% 4:1 INSLOPE 4.5" ASPHAL 18" CL 5 L -PREPARED ---SUBGRADE i � I — 6' (OFFSET 6' PAVED SHOULDER 2' GRAVEL SHOULDER 2' MIN 4% 4:1 INSLOPE 70TH STREET MARTIN FARMS AVE. TO OAKWOOD AVE. 6' DITCH BOTTOM 4:1 TYPICAL 3:1 MAX SLOPE 2' CLEAR a- 0 ZONE � 10' - TRAIL �-: �3" ASPHALT 4 f�l CL 5 -PREPARED \SUBGRADE EXHIBIT 3 TYPICAL SECTION RESOLUTION NO. 2011-63 A RESOLUTION AUTHORIZING THE PREPARATION OF FEASIBILITY STUDY FOR 70TH STREET NE IMPROVEMENTS, FROM MARTIN FARMS AVENUE TO OAKWOOD AVENUE WHEREAS, it is proposed to improve 70th Street NE Improvement, from Martin Farms Avenue to Oakwood Avenue and possibly assess the benefited property for all or a portion of the cost of the improvement, pursuant to Minnesota Statutes, Chapter 429, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CITY OF OTSEGO, MINNESOTA; That the proposed improvement be referred to Hakanson Anderson for study and that they are instructed to report to the council with all convenient speed advising the council in a preliminary way as to whether the proposed improvement is feasible and as to whether it should best be made as proposed or in connection with some other improvement, and the estimated cost of the improvement as recommended. Adopted by the council this 12th day of December 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot383ResAcceptFeasRpt2 RESOLUTION NO. 2011-64 RESOLUTION AUTHORIZATION OF PREPARATION OF PLANS AND SPECIFICATIONS FOR 70TH STREET NE IMPROVEMENTS, FROM MARTIN FARMS AVENUE TO OAKWOOD AVENUE WHEREAS, Hakanson Anderson requests authorization to prepare plans and specifications for the improvement of 70th Street NE Improvements, from Martin Farms Avenue to Oakwood Avenue; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Request for authorization of preparation of Plans and Specifications is hereby approved. Adopted by the council this 12th day of December 2011. Motioned By: Seconded By: All in Favor: Those Opposed: Jessica Stockamp, Mayor Tami Loff, Clerk ot383resAppPlans ITEM 6-2 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPCP_ PlanningCo.com I61:4 6 Is] 01_\k'IBill Jil TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 December 2011 RE: Otsego — City Code; SSTS Ordinance TPC FILE: 101.01 BACKGROUND The State of Minnesota recently updated Minnesota Rules 7080 to 7083 regulating septic systems, now known as Subsurface Sewage Treatment Systems (SSTS). Wright County has amended their code to adopt new regulations consistent with the updated Minnesota Rules. Minnesota Rules 7082.0050 Subp. 1 and 2 requires that Otsego adopt septic regulations to be at least as restrictive as the Wright County regulations. Wright County has adopted an updated SSTS Ordinance, which has been reviewed by the City Engineer and Building Official. City staff has drafted the attached amendment to Chapter 4, Section 3 of the City Code to this end. ■ Section 4-3-2.G of the Ordinance requires a management plan with all new SSTS requiring documentation of pumping/inspection every three years. ■ Section 4-3-2.1-1 outlines City practices regarding use of holding tanks that had previously been processed as a variance. ■ Section 4-3-2.J references compliance with the Wright County Point -of -Sale Ordinance. ■ Section 4-3-2.K requires submission of documentation to the City for all abandoned septic systems. ■ Section 4-3-3 includes more specific design requirements than the City had previously outlined in the City Code but which are consistent with those in the Wright County Ordinance. ■ Section 4-3-4 regarding failing or systems threatening public health are carried over with timeframes for corrective actions consistent with those established by the Wright County Ordinance. Section 4-3-8 allowing the City to require connection to municipal sewer is carried over. Exhibits: A. Ordinance 2011-15 B. Summary Ordinance 2011-15 RECOMMENDATION City staff recommends approval of Ordinance 2011-15 in the form attached hereto. POSSIBLE ACTIONS A. Motion to approve Ordinance 2011-15 and Summary Ordinance 2011-15 as presented. B. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Loren Kohnen, Building Official Andy MacArthur, City Attorney I•• ORDINANCE NO.: 2011-15 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING INDIVIDUAL SEWAGE TREATMENT SYSTEMS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Chapter 4, Section 3 of the City Code is hereby amended to read as follows: SECTION 3 SUBSURFACE SEWAGE TREATMENT SYSTEMS Section: 4-3-1 Purpose and Intent 4-3-2 General Provisions 4-3-3 Site Evaluation and Design Requirements 4-3-4 Non -Compliant and Failing Systems 4-3-5 Administration 4-3-6 Enforcement 4-3-7 Subject to Change 4-3-8 Connection to Municipal Sewer 4-3-1: PURPOSE AND INTENT: The purpose of this Section is to provide minimum standards for and regulation of subsurface sewage treatment systems (SSTS) and sewage disposal including the proper location, design, construction, operation, maintenance, and repair to protect surface water and ground water from contamination by human sewage and waterborne household and commercial waste; to protect the public's health and safety; to protect the natural environment; and to eliminate or prevent the development of public nuisances. This Section is adopted pursuant to the authority granted under Minnesota Statutes Chapters 115 and 145A and Minnesota Rules 7080 through 7083, pertaining to sewage and wastewater treatment, as the same may from time to time be amended. 4-3-2: GENERAL PROVISIONS: A. Adopted By Reference: The City hereby adopts by reference Minnesota Statutes 115.55 and Minnesota Rules 7080 and 7081 along with any future amendments thereof. B. Permit Required. No person shall engage in the evaluation, inspection, design, installation, construction, alteration, extension, repair maintenance or pumping of an SSTS without first obtaining a permit as provided for in Section 4-3-5.13 of this Section. C. License Requirements: 1. No person shall engage in the evaluation, inspection, design, installation, construction, alteration, extension, repair maintenance or pumping of an SSTS without first obtaining a license to perform such tasks from the Minnesota Pollution Control Agency (MPCA) except as provided for under Minnesota Rules 7080.0700. 2. Property owners may only install a gravity fed Type 1 system serving an single family dwelling and only under the supervision of a person having the qualifications setforth by Section 4-3-2.B.1 of this Section. D. Scope. All sewage generated in areas of the City where sanitary sewer is not available, as determined by the City, shall be treated and dispersed by an approved SSTS that is sited, designed, installed, operated and maintained in accordance with this Section or by a system that has been permitted by the MPCA. E. Prohibitive Discharge: It is unlawful for any person to construct, maintain or use any SSTS regulated under this Section that results in raw or partially treated wastewater seeping to the ground surface or flowing into any surface water. Any surface discharging system must be permitted under the National Pollution Discharge Elimination System (NPDES) program by the MPCA. F. Floodplain. SSTS shall not be located in a floodway and whenever possible, location in a floodplain shall be avoided. If no option exists to locate a SSTS outside of a floodplain, location within the flood fringe is allowed if the requirements in Minnesota Rules 7080.2270 and the requirements of the Zoning Ordinance are met. G. Management Plans: Kj 1. Management plans are required for all new or replacement SSTS. The management plan shall be submitted by the designer to the Building Official before issuance of a SSTS permit. Management plans shall include requirements as listed in Minnesota Rules 7080.0600, Subp. 1(B) and any other requirements as determined by the Building Official. 2. SSTS specified in parts Minnesota Rules 7080.2290, 7080.2350, 7080.2400 and 7081 require an operating permit sand shall include Minnesota Rules 7082.0600, Subp. 2 and other requirements as determined by the Building Official. The operating permit for new SSTS and MSTS will be issued in tandem with the construction permit for the new system. Operating permits when needed for existing systems and/or system repair will be issued as separate permits. 3. SSTS not operated under a management permit or operating permit must have treatment tanks inspected every three (3) years. Solids must be removed when their accumulations exceed the limits described in Minnesota Rules 7080.2450. 4. Septage shall be pumped, managed, land applied and disposed of in accordance with applicable State and Federal laws. 5. With septic tank pumping, the service manhole(s) shall be brought to within one (1) foot of finished grade and secured as needed. With the pumping, maintaining or certification of a lift tank, the pump riser must be brought to grade. H. Holding Tanks: 1. The use of holding tanks for new residential dwellings is prohibited. 2. Use of holding tank(s) may be approved by the City Council for existing structures or uses other than new residential dwellings only when: a. Physical conditions upon the property make construction of a SSTS meeting the requirements of this Section not possible. b. The property does not have access to municipal sewer as determined by the City. C. For residential structures, the property owner shall agree that the existing structure shall not be expanded or altered by way of 3 kitchen, bathrooms, bedrooms or other improvements in such a way as to require additional holding tank capacity. 3. When allowed, holding tanks shall be subject to the following requirements: a. A level alarm shall be installed within the tank that includes an audible horn and strobe light visible from a public street. b. The property owner shall maintain a contract on file with the Building Official for pumping the holding tank(s) with a licensed maintenance business and shall submit to the Building Official records of required pumping and other maintenance. New Systems. All lots shall have a minimum of two (2) soil treatment and dispersal areas that can support trenches, seepage beds, mounds and at -grade systems as defined by Minnesota Rules 7080.2200 through 7080.2300 or site conditions described in 7081.0270, Subp. 3 through 7. J. Point of Sale. No owner of a tract of land on which a structure that is required to have an SSTS is located shall sell or transfer to another party said tract of land unless the requirements as stated in the Wright County Point of Sale Certification Ordinance for On -Site Septic Systems are met. K. Abandonment: SSTS must be property abandoned in accordance with Minnesota Rules 7080.2500: 1. If the individual abandoning a SSTS is not a licensed SSTS professional, the abandonment must be inspected by a licensed SSTS inspector. 2. A State abandonment document must be submitted to the Building Official within ninety (90) days of abandonment. 4-3-3: SITE EVALUATION AND DESIGN REQUIREMENTS: A. Soil Observations: A minimum of three (3) soil observations are required for each site unless sites are adjacent. For adjacent sites, a minimum of three (3) soil observations are required with a minimum of two (2) soil observations in the primary site and one (1) observation in the secondary site. B. Site Identification. Benchmarks, borings, perolation sites and dispersal area must be staked and labeled in the field with the elevations of each on the submitted design. C. Septic Tank: 1. A minimum one thousand five hundred (1,500) gallon split tank is required although split tank capacity may be achieved with multiple tanks. 2. For a new dwelling, burial of the top of the tank greater than four (4) feet is allowed only with approval of the Building Official and a statement from the manufacturer as to the maximum designed depth for the tank. D. Pump Tank: A minimum one thousand (1,000) gallon pump tank is needed for lifting the effluent to the soil treatment area. E. Percolation Tests. When conducting percolation tests, soil texture shall be logged and accounted for. If there is a discrepancy between the soil texture and the percolation rate, the smaller soil loading rate shall be used. F. Drainfield Sizing: Trenches designed with twelve (12) inches of rock or more under the distribution pipe shall be sized according to the following provisions: 1. Treatment Level A/B: 2. Treatment level C: Minimum Treatment Area Bedrooms Sand Loamy Sand 1.60 d/ft Sandy Loam Loam 1.00gpd/ft Fine Sand 0.78 d/ft Silt Silt Loam 0.78 d/ft Clay Loams 0.60gpd/ft 2 450sf. 450sf. 450sf. 450sf. 500sf. 3 500sf. 500sf. 577sf. 577sf. 750sf. 4 550sf. 600sf. 769sf. 769sf. 1,000sf. 5 600sf. 750sf. 962sf. 962sf. 1,250sf. NOTE: 1. There are structure and consistence qualifiers in Minnesota Rules 7080.2150 that may require design modifications before being able to properly apply this table. 2. Treatment level C: 5 Minimum Treatment Area Bedrooms Sand Loamy Sand 1.20 d/ft Sandy Loam 0.78gpd/ft Loam Fine Sand 0.60 d/ft Silt Silt Loam 0.50 d/ft Clay Loams 0.45gpd/ft 2 600sf. 600sf. 600sf. 600sf. 667sf. 3 700sf. 800sf. 800sf. 900sf. 1,000sf. 4 800sf. 900sf. 1,000sf. 1,200sf. 1,333sf. 5 900sf. 1,000sf. 1,250sf. 1,500sf. 1,667sf. NOTE: 5 1. There are structure and consistence qualifiers in Minnesota Rules 7080.2150 that may require design modifications before being able to properly apply this table. 3. Mound systems are to be sized at 1.0 GPD/Square Foot. 4. Type III, IV and V or non-residential SSTS shall be time dosed. 5. Bedroom additions with an existing compliance SSTS where the treatment area cannot be practically increased to the proper treatment area size shall be time dosed. 6. When installing gravity trenches in sandy soil per Minnesota Rules 7080.2210 Subp. 4F(2), the maximum single trench area shall be determined as fifteen (15) percent of the State required treatment area. G. Sewer Pipe: 1. The building sewer pipe extending from the building to the tank shall not be less than four (4) inches in diameter and must meet the strength requirements of Schedule 40 plastic pipe. The pipe shall be supported in such manner so that there is no deflection during backfilling and subsequent settling of the soil between the building foundation and the inlet to the septic tank. Construction of the line shall provide a grade of not less than one-eighth (1/8) inch per foot for minimum grades. No ninety (90) degree ells shall be permitted. 2. All sewer pipe lines, manholes, and other appurtenances shall be constructed in accordance with the State Plumbing Code and MPCA requirements. H. Minimum Setback Distances: Cin Sewage or Holding Tank Soil Treatment or Absorption Area Building Sewer or Supply Pipes Water supply wells' 50ft. continuous casing or encountering 1 oft of impervious material 50ft. 50ft. 50ft. Less than 50ft. continuous casing 50ft. 50ft. Buried water suction pipe' 50ft. 50ft. 50ft. Buried pressurizedwater distribution pipe' 1Oft. loft. 1Oft. Buildin s 1Oft. Property lines 1Oft. loft. -- Subsurface drainage systems 50ft. 50ft. -- Surface drainage systems 30ft. 30ft. -- OHWM of Natural Environment Lakes, 150ft. 150ft. -- Cin Recreational Development Lakes, Tributary River Segments and the Mississippi River OHWM of General Development Lakes 50ft. 50ft. -- Wetlands 50ft. 50ft. -- NOTES: 1. Setbacks from buried water pipes and water supply well as governed by Minnesota Rules 4715 and 4725 respectively. 2. The setback can be reduced to twenty (20) feet of the building sewer or supply pipe is air tested by holding five (5) pounds of pressure for fifteen (15) minutes. 3. For structures other than buildings, these setbacks may be reduced if necessary due to site conditions, but in no case shall any part of the SSTS be located under or within the structure. For this provision to be employed there shall not be interior space below the structure. For the new construction of a structure without interior space below the structure no part of the absorption area shall encroach closer than ten (10) feet> 4. The setback from the treatment area to a public right-of-way may be reduced by approval of the City Engineer. Setbacks to other property lines shall be processed in accordance with the variance procedures established by the Zoning Ordinance. 4-3-4: FAILING SYSTEMS: A. Modification or Discontinuance Required. If upon inspection, an SSTS is found to be a failing system or a system posing an imminent threat to the natural environment or the public health, safety and welfare then the SSTS shall, if possible, either be modified or repaired to comply with this Section or its use discontinued within the time periods specified in this subdivision. B. Failing Septic Systems. A failing SSTS as defined in Minnesota Rules 7080.1500 Subp. 4b shall be upgraded, replaced, or its use discontinued within the six (6) months of issuance of the notice of non-compliance. C. SSTS System Posing an Imminent Threat. Any SSTS posing an imminent threat to the natural environment or public health, safety, or welfare as defined in Minnesota Rules 7080.1500 Subp. 4b shall be abated within ten (10) days. The system shall be upgraded, replaced or repaired, or its use discontinued, within a reasonable period of time, not to exceed six (6) months. D. Remediation. A permit shall be required when an operational component is added or a method employed to an SSTS to recover a failing treatment area. Required information for this permit will be a description of what is wrong with the existing SSTS, an inspection/compliance of the components of the system, a lab sample of the existing effluent to determine abnormalities and a preliminary site evaluation of what the upgrade options will be on the property if the remediation fails to correct the problem. A management plan/operating permit will also be required. 7 E. Emergency Actions: 1. Notwithstanding the provisions of this Section, the Building Official or City Engineer may require pumping of a septic system not more than twenty four (24) hours of issuance of a notice of Failing System or SSTS System Posing an Imminent Health Threat being issued and compliance with the following additional requirements: a. Install a level alarm within the tank that includes an audible horn and strobe light visible from the public street. b. Seal the septic tank outlet converting the tank to a holding tank. C. Expose the service manhole for pumping the septic tank. d. Seal all outlets within the basement of the structure served by the septic system. e. The property owner shall provide the City a right -of -entry to the property to allow for any needed inspection, maintenance, repair or replacement of the failed system with all costs incurred by the City being the responsibility of the property owner. 2. Actions as may be required by the Building Official or City Engineer to immediately abate a threat to public health, safety and welfare shall not exempt the property owner from providing for a compliant system in accordance with this Section. 4-3-5: ADMINISTRATION: A. Ordinance Administration. The City Clerk, Building Official, and City Engineer shall be responsible for the administration of this Section. 1. Duties of the City Clerk. The City Clerk shall be responsible for the administration and issuance of orders, permits and notices required by this Section. The Clerk is authorized and directed to cooperate with local and state officials and personnel in the enforcement of this Section, Minnesota Rules Chapter 7080 and applicable state laws. 2. Duties of the Building Official. The Building Official shall be responsible for site and system inspections, compliance determinations, investigation of failing systems and permit review and any other duties necessary to .11 ensure compliance with the provisions of this Section, Minnesota Rules Chapter 7080 and applicable state law. 3. City Engineer Duties. The City Engineer shall be responsible for review and system design analysis on all holding tanks, drainfield site requirements for new subdivisions and any variance from the requirements of this Section. B. Permit Application Requirements: Each permit application shall be presented as follows and contain all of the following information: 1. Application Form. Applications for permits shall be made on forms approved and furnished by the City. The applicant must be signed by the applicant and shall be submitted to the City Clerk. 2. Legal Description, Name and License Data of SSTS Professional. Each permit application shall contain the legal description of the property for which the permit is requested. The application shall also disclose the name of the SSTS professional who will perform the work for which the permit is required and provide all license data required by Minnesota Rules 7080. 3. Site Plan. Each permit application shall be accompanied by a site plan, prepared by an SSTS professional or professional land surveyor, showing the following, unless such requirements are specifically waived, in whole or in part, in writing by the City's Building Official: a. The location of any proposed or existing building on the subject property. b. The boundary lines of the subject property. C. The location of water supply facilities. d. The location and ordinary high water mark or any streams, ponds, or lakes located on or within one hundred fifty (150) feet of the subject property. e. That the proposed SSTS meets all setbacks as required by Minnesota Rules Chapter 7080. E f. Topographic contours at two (2) foot intervals. Topographic contours and elevations shall be drawn to scale on the site plan using common engineer's scale. g. The location of any SSTS or wells on adjoining lots within one hundred fifty (150) feet of the subject property. h. Each site plan shall be accompanied by a certificate of accuracy from the SSTS professional or land surveyor who prepared the site plan. 4. System Design Data. Each permit application shall include a complete design plan showing the size and location of all parts of the SSTS and provide a design certification from a licensed SSTS professional as to the adequacy and location of the SSTS in relation to the requirements imposed by Minnesota Rules 7080. 5. Other Data. Each permit application shall contain any and all additional information, as may be required by the City, necessary to show that the conditions of Minnesota Rules 7080 and this Section will be met. 6. Permit Fees. The amount of fees to be collected at the time of application for permits required by this Section shall be established in Section 2-4-2 of the City Code. C. Permit Approval Procedures: Permits shall be approved or denied as hereinafter provided in this subdivision. 1. Submission of Application. Permit applications shall be submitted to the Building Official, along with the permit fee. The Building Official shall, within fifteen (15) days, determine whether a submitted application is complete. Incomplete applications shall be rejected and returned to be applicant along with a written explanation as to why the application has been rejected. 2. Technical Review. Once a complete application is received, the Building Official shall review the application to determine whether it meets the requirements and standards of this ordinance and of Minnesota Rules 7080. The Building Official may, at their sole discretion, submit the permit application to the City Engineer for review, comment, and/or a determination as to whether the application meets the requirements of this Section and Minnesota Rules 7080. 10 3. Approval by Building Official: a. Once a determination is made that the application meets all applicable requirements the SSTS permit shall be issued. The Building Official and/or City Engineer may impose any and all conditions to ensure compliance with the requirements of State law, Minnesota Rules 7080, this Section and other applicable local ordinances. b. If it is determined that the application does not meet the requirements of this Section or Minnesota Rules 7080, then the Building Official shall give notice to the applicant that the application has been rejected and state the reasons for such rejection as provided by the Building Official and/or City Engineer. C. The decision to approve or deny the application permit should occur within ten (10) days of the Building Official's receipt of a complete application. Failure to approve an application within ten (10) days shall not be construed as an approval or otherwise allowing an SSTS that would not be approved under this Section, Minnesota Rules 7080 or other applicable law. 4. A permit issued under this Section shall be valid for one (1) year from the date of approval. D. Inspections: 1. General Inspection Requirements. The Building Official shall make such SSTS inspections as are necessary to determine compliance with this Section, Minnesota Rules 7080 and/or any conditions contained in permits issued hereunder. The following events shall trigger an SSTS compliance inspection: a. A permit is granted under Section 4-3-5.0 of this Chapter. b. A building permit is granted for new construction or the addition of a bedroom or bathroom on property served by an SSTS. C. For all new SSTS construction, or any SSTS replacement, repair, alteration, maintenance, or operation. d. Granting of request for change in system design or change in permit conditions. 11 e. The City learns or receives a complaint that a particular SSTS may be a failing system or poses an imminent threat to public health, safety, and welfare. 2. Time and Manner of Inspection: a. Inspections shall be made by the Building Official and/or City Engineer to ensure compliance with the requirements of this Section, Minnesota Rules 7080 and any permit conditions. b. It shall be the responsibility of the permit applicant to notify the Building Official in writing that the project is ready for inspection. Inspections shall be made within seven (7) days of written notification by any SSTS permit holder that the SSTS for which the permit was issued is ready for inspection. C. No part of the SSTS shall be covered until it has been inspected and accepted by the Building Official and/or the City Engineer. d. Inspections shall be made prior to the issuance of a building permit or variance for new construction or the addition of a bathroom or bedroom on property served by an SSTS. 3. Certificate of Compliance and Notice of Non -Compliance: a. No newly constructed, installed, altered, repaired, extended or relocated SSTS shall be placed in operation until it has received a certificate of compliance as hereafter provided. b. Upon completion of the SSTS inspection as described in Section 4- 3-5.C.2 and 4 of this Section, the Building Official and/or City Engineer shall make a determination as to whether or not the SSTS has been constructed, repaired, extended or relocated in compliance with the requirements of this Section, Minnesota Rules 7080 and any permit conditions. (1) If the SSTS is found to be compliant, then a certificate of compliance shall be issued to the property owner within thirty (30) days of inspection. (2) If the SSTS is found to be out of compliance, then a notice of non-compliance shall be issued. The notice of non - 12 M compliance shall state which portions of the SSTS are not compliant and shall further state a reasonable period for the property owner to bring the system into compliance. Once the necessary changes are made or the period specified in the notice of non-compliance has run, whichever occurs first, then the SSTS shall be again inspected as provided above. If upon re -inspection, the SSTS is not compliant, then a notice of non-compliance shall be issued to the property owner. The notice of non-compliance shall state why the SSTS is non-compliant. A copy of the certificate of non- compliance shall be forwarded to the City Attorney for enforcement as provided in Section 4-3-6 of this Section. Inspection Protocol. a. In the event that the Building Official cannot complete an inspection or perform all required inspections in a timely manner, the Building Official is authorized and directed to develop and inspection protocol. b. The inspection protocol shall establish the order and priority of inspections. For any SSTS required to be inspected for which the Building Official is unable to actually physically inspect the SSTS, the Building Official shall require that evidence of compliance be submitted. Evidence of compliance includes, but is not limited to, the following: (1) Affidavits from the SSTS professional who performed any construction, installation, repair, alteration, or relocation of the SSTS. (2) Video, electronic or photographic images of certain components and/or work performed. (3) "As built" drawings. (4) Any other data, as may be required by the Building Official in lieu of an actual inspection, evidencing compliance with this Section, Minnesota Rules 7080 and applicable state law. C. The Building Official shall review such evidence and issue either a certificate of compliance or notice of non-compliance accordingly. 13 5. No Warranty or Guarantee of Operation. Neither the issuance of an SSTS permit or certificate of compliance, nor any inspection of an SSTS shall constitute any warranty or guarantee that said SSTS will operate or function properly. 4-3-6: ENFORCEMENT: A. Any person who violates any of the provisions of this Section or who makes any false statement on a Certificate of Compliance shall be guilty of a misdemeanor punishable by imprisonment, a fine or both as defined by State law. B. The Building Official may issue stop work orders and repair orders at such times and upon such terms and conditions as are necessary to prevent violations of this ordinance from occurring or to eliminate existing ordinance violations. C. In the event of a violation of this Section, in addition to any other remedies, the City Attorney may institute appropriate actions or proceedings to prevent, restrain correct or abate such violations. 4-3-7: SUBJECT TO CHANGE: The requirements of this Section are intended to be comparable to the Environmental Protection Agency (EPA) and Minnesota Pollution Control Agency (MPCA) standards. Should this Section differ from the standards of the EPA, MPCA or other agencies or should the standards of these agencies change, the more strict requirements shall apply. 4-3-8: CONNECTION TO MUNICIPAL SEWER: A. When Required: When municipal sanitary sewer is available, in the City's sole discretion, a property is served by an SSTS shall be required to discontinue such use and connect to municipal sewer upon the first occurrence of any of the following events: 1. Upon application for an SSTS permit. 2. When a notice of non-compliance is issued in relation to the SSTS serving the property. 3. Upon the expiration of a certificate of compliance. 14 4. Nothing in this Section shall be construed as limiting the City's ability to specially assess, levy a sewer access charge (SAC) or otherwise bill properties served by an SSTS for the availability of municipal sanitary sewer and the public improvements associated therewith. B. Condition of Approval: The issuance of an SSTS permit may be conditioned upon the property connecting to municipal sewer when it becomes available. C. Cause for Denial: The future availability of municipal sewer, in the City's sole discretion, may be cause for denial of an SSTS permit. Section 2. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 12th day of December, 2011. ATTEST: Tami Loff, City Clerk 15 CITY OF OTSEGO Jessica L. Stockamp, Mayor SUMMARY OF ORDINANCE NO.: 2011-15 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING INDIVIDUAL SEWAGE TREATMENT SYSTEMS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Chapter 4, Section 3 of the City Code is hereby amended to read as follows: SECTION 3 SUBSURFACE SEWAGE TREATMENT SYSTEMS Section: 4-3-1 Purpose and Intent 4-3-2 General Provisions 4-3-3 Site Evaluation and Design Requirements 4-3-4 Non -Compliant and Failing Systems 4-3-5 Administration 4-3-6 Enforcement 4-3-7 Subject to Change 4-3-8 Connection to Municipal Sewer 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 12th day of December, 2011. CITY OF OTSEGO BY: Jessica L. Stockamp, Mayor ATTEST: Tami Loff, City Clerk Pursuant to Minnesota Statutes 412.191, Subd. 4 and 331A.01, subd.10, this Ordinance is published in summary form. Complete copies of the ordinance are available for inspection by contacting the City Clerk, Otsego City Hall, 8899 Nashua Avenue, Otsego, Minnesota 55330 during regular office hours. 2 ITEM 6_3 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.42 7.0520 TPC-'c-j Plan ni ngCo. com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP ��L'r� :��Z-�ii1•Ta"Fi ��Tifil RE: Otsego — TRSA Soccer Goals TPC FILE: 101.01 BACKGROUND Three Rivers Soccer Association (TRSA) provides a youth soccer program that includes participants from Otsego and is a recognized association under the City's playfield use policy. As part of their program, TRSA utilizes playfields at Prairie Park. TRSA provides the goals for use in their games and practices, which are kept at Prairie Park throughout the season. Public Works Department staff has also moved the goals to the Youth Athletic Complex in Elk River after the summer season and returned them to Otsego. TRSA providing the goals and keeping them at Prairie Park encourages use of the playfields as part of their program and general park users. City staff has drafted the attached agreement regarding the use and storage of the TRSA equipment by the City to protect both organizations and formalize the arrangements that have been in place for several years. The City Council will consider the proposed agreement at their meeting on 12 December 2011. Exhibits: A. draft agreement. RECOMMENDATION City staff recommends approval of the agreement between the City and TRSA regarding soccer equipment in the form attached hereto. POSSIBLE ACTIONS A. Motion to approve an agreement between the City and TRSA as drafted by City staff. B. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney Brad Belair, Public Works Supervisor 2 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA AGREEMENT BETWEEN THE CITY OF OTSEGO AND THREE RIVERS SOCCER ASSOCIATION REGARDING RECREATIONAL FIELD USE AND EQUIPMENT AGREEMENT, entered into this day of December 2011 between the City of Otsego (CITY), a municipal corporation under the laws of the State of Minnesota and Three Rivers Soccer Association (TRSA), a Minnesota non-profit corporation. WHEREAS, the CITY provides playfields on CITY property for recreational use; and, WHEREAS, TRSA provides a recreation program of organized youth soccer; and, WHEREAS, TRSA is a recognized community recreation program under the CITY's Playfield Use Policy; and, WHEREAS, TRSA uses playfields at Prairie Park for regularly scheduled activities in association with their program. WHEREAS, the CITY provides maintenance of the playfields at Prairie Park for use by TRSA in accordance with the adopted playfield use policy; and, WHEREAS, TRSA provides goals/net equipment at Prairie Park for use in association with their program. NOW, THEREFORE, IT IS AGREED between the Parties as follows: 1. CITY agrees to allow the goals/nets owned by TRSA to remain at Prairie Park during the playing season. 2. TRSA agrees that CITY may move the equipment as needed to allow for the playfields to be maintained. 3. TRSA agrees that the equipment will be available for use by the general public while at Prairie Park when not in use by TRSA in accordance with their scheduled field use. 4. CITY agrees to transport the equipment at the request of TRSA to the Youth Athletic Complex (YAC) in Elk River for fall league purposes and return it to Prairie Park subject to approval of the City Administrator. 5. CITY agrees to provide non -season storage of the equipment within its buildings or facilities. Access to the equipment by TRSA will be pursuant to the City's adopted facility access policy and subject to approval by the City Administrator. 6. TRSA agrees that CITY is not liable for any damage to the equipment resulting from normal wear from it's intended use, from moving the equipment for maintenance or storage purposes, transporting the equipment when requested by TRSA, vandalism, weather or other any other causes. DATED: THREE RIVERS SOCCER ASSOCATION By: Steve Zoubek, President CITY OF OTSEGO By: Vern Heidner, Acting Mayor ATTEST: Tami Loff, CITY Clerk 2 �Halcanson 1■■Anderson ITEM NO.: 7.1 ITEM 7_ REQUEST FOR COUNCIL ACTION BY: Ronald J. Wagner, P.E., City Engineer CC: Lori Johnson, City Administrator Tami Loff, City Clerk Brad Belair, Public Works Supervisor Dan Licht, City Planner DATE: December 6, 2011 RE: Retroreflectivity Program & Sign Policy BACKGROUND We have completed the Retroreflectivity Program & Sign Policy as mandated by Federal Highway. The Retroreflectivity Program has been specifically written to coincide with Otsego's type of sign inventory. Since Otsego has developed in stages and a good portion of that very recently, the blanket method of replacement was chosen. This ensures that during each year's street maintenance project or reconstruction type project, the signs in that particular area will be reviewed for age of sign, retroreflectivity of the sign, and appropriateness of the sign. If a sign's retroreflectivity life expectancy will expire prior to the next time the street is scheduled for maintenance or reconstruction, the sign will be replaced. A sign will also be replaced if the sign has already lost its retroreflectivity. If the sign does not comply with the MN/MUTCD (Manual for Uniform Traffic Control Devices), it will be evaluated by the City Engineer and likely requested to be removed as a liability reducing measure and a cost savings measure. All signs proposed for removal will be presented first to the Public Works Subcommittee and secondly to the Council for approval. Some signs, such as "Slow Children" or "Watch for Children" or "Children at Play" do not comply with MN/MUTCD and removal of these ineffective signs can become controversial. Discussions at the Public Works Subcommittee regarding these types of signs concluded with the recommendations to flag them for removal when replacement is required. CITY OF OTSEGO UN THE GREt1T RIVER RUAD ot901-2011 Request for Action -Sign Policy Page 1 of 2 A procedure was also developed, as part of the sign policy, for residents or Council to request a sign. The request will be forwarded to the City Engineer for review to see if it meets criteria set forth in the MN/MUTCD. When the resident applies they will be handed a pamphlet describing issues associated with the sign request and the procedure so they understand the process. Once the City Engineer has evaluated the sign, the evaluation will be presented to the Public Works Subcommittee for concurrence. If the sign is denied, notice will be sent to the resident with the evaluation. If the sign is approved by the Public Works Subcommittee, it will be added to the next Council meeting for approval by the Council. The goal of both the Retroreflectivity Program & Sign Policy is to provide the traveling public in Otsego with a safe, uniform, and readable signage system in the most cost effective way. RECOMMENDATION We recommend approval of the City of Otsego Retroreflectivity Program & Sign Policy. POSSIBLE ACTIONS A. Motion to approve the Retroreflectivity Program & Sign Policy. B. Motion to table. C. Motion to deny. CITY OF OTSEGO ON THE GREAT RIVER ROAD ot901-2011 Request for Action -Sign Policy Page 2 of 2