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06-23-08CLAIMS LIST CITY COUNCIL MEETING JUNE 23, 2008 TO: Judy Hudson ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. CLAIMS REGISTER 06-18-2008 $ 143,909.07 PAYROLL 06-18-2008 $ 39,484.02 ELECTRONIC PYMTS: Qwest $ 94.32 Centerpoint Energy $ 1,492.66 Dept. of Revenue -Fuel Tax $ 18.70 Dept. of Revenue -Sales Tax $ 0.00 Elk River Utilities $ 973.14 Wright -Hennepin $ 15,370.04 Delta Dental $ 1,215.67 Total $ 19,164.53 GRAND TOTAL $ 202,557.62 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 06/18/08 3:08 PM Page 1 *Check Summary Register© JUNE 2008 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 045838 BANK OF ELK RIVER 6/10/2008 $50.00 SAFE DEPOSIT BOX Paid Chk# 045839 NEXTEL COMMUNICATIONS 6/10/2008 $354.59 CELL PHONES Paid Chk# 045840 COMDATA CORPORATION 6/10/2008 $87.18 DRY CLEANING Paid Chk# 045841 UNITED STATES POSTAL SERVI 6/11/2008 $901.63 POSTAGE FOR OTSEGO VIEW Paid Chk# 045842 AFFORDABLE SANITATION 6/18/2008 $953.30 MAY PORTA RENTALS Paid Chk# 045843 AIRGAS, INC. 6/18/2008 $30.04 ACETYLENE/OXYGEN/HAZMAT Paid Chk# 045844 ALL FLAGS, LLC 6/18/2008 $142.82 3 OUTDOOR FLAGS Paid Chk# 045845 ALLIANCE BENEFIT GROUP 6/18/2008 $491.38 PPE 6/14/08 CH DTD 6/18/08 Paid Chk# 045846 ARROW TERMINAL LLC 6/18/2008 $32.43 HOLE SAWS Paid Chk# 045847 AUTOMATIC SYSTEMS CO 6/18/2008 $1,392.03 INSTRUMENT REP - EAST WWTF - L Paid Chk# 045848 BARR ENGINEERING COMPANY 6/18/2008 $4,097.75 ENG SVCS - PW GENERATOR Paid Chk# 045849 BLUE CROSS BLUE SHIELD OF 6/18/2008 $9,877.00 JULY MEDICAL Paid Chk# 045850 BROCK WHITE CO LLC 6/18/2008 $58.09 STAPLES Paid Chk# 045851 CITY OF OTSEGO 6/18/2008 $1,376.80 10400 71ST - IRRIG Paid Chk# 045852 COURI MACARTHUR LAW OFFIC 6/18/2008 $6,895.50 75TH STREET Paid Chk# 045853 CP TELECOM 6/18/2008 $600.44 TELEPHONE Paid Chk# 045854 D.C. HOMES, INC. 6/18/2008 $1,500.00 7482 LARGE - DRWY ESC REF Paid Chk# 045855 DJ'S TOTAL HOME CENTER 6/18/2008 $130.91 PARK REPAIR SUPPLIES Paid Chk# 045856 ECM PUBLISHERS INC 6/18/2008 $690.53 LEGAL - PUBLIC HEARING Paid Chk# 045857 ELK RIVER PRINTING & PARTY 6/18/2008 $730.60 2007 CONSUMER CONF REP Paid Chk# 045858 FINKEN'S WATER CARE 6/18/2008 $56.37 BOTTLED WATER Paid Chk# 045859 FIRST LAB 6/18/2008 $78.00 PRE -EMP DRUG SCREEN, MARC & DI Paid Chk# 045860 G & K TEXTILE LEASING SYSTE 6/18/2008 $627.76 UNIFORMS/MATS Paid Chk# 045861 GRAINGER 6/18/2008 $758.09 CHROME WIRE SECURITY CART Paid Chk# 045862 ICMA RETIREMENT TRUST 6/18/2008 $573.22 PLAN NUMBER 304185 Paid Chk# 045863 J.M. SEMLER BUILDING CORP 6/18/2008 $1,000.00 11921 78TH - LNDSCP ESC REF Paid Chk# 045864 JACOB OR JANINE YLIOJA 6/18/2008 $1,500.00 11438 75TH - DRWY ESC REF Paid Chk# 045865 JACQUIE ROGNLI 6/18/2008 $1,025.00 JUNE/JULY OTSEGO VIEW Paid Chk# 045866 JONATHAN PEDERSON 6/18/2008 $1,000.00 9014 OGDEN - LNDSCP ESC REF Paid Chk# 045867 MARTIN BENEFIT ADMINISTRAT 6/18/2008 $52.50 JUNE FEE - FLEX Paid Chk# 045868 MCGRUFF SAFE KIDS 6/18/2008 $487.28 KIDS SAFETY/IDENTIFICATION KIT Paid Chk# 045869 MENARDS 6118/2008 $629.77 4 X 8 TREATED Paid Chk# 045870 MICHAEL JOHN ROBERTSON 6/18/2008 $1,005.00 ADVANCE FOR ICMA - CONFERENCE Paid Chk# 045871 MONARCH HOMES, INC. 6/18/2008 $1,000.00 11385 72ND - LNDSCP ESC REF Paid Chk# 045872 MONTICELLO ANIMAL CONTROL 6/18/2008 $80.00 ANIMAL CONTROL Paid Chk# 045873 NEWMAN TRAFFIC SIGNS 6/18/2008 $1,422.93 SIGN MAT'L -12' POSTS Paid Chk# 045874 NORTHWEST ASSOC CONSULT 6/18/2008 $8,427.54 OTSEGO PRESERVES Paid Chk# 045875 OFFICEMAX 6/18/2008 $198.63 OFFICE SUPPLIES Paid Chk# 045876 PUBLIC EMPLOYEES RETIREME 6/18/2008 $4,053.68 PPE 6/14/08 CH DTD 6/18/08 Paid Chk# 045877 SCHINDLER ELEVATOR CORPO 6/18/2008 $150.00 ELEVATOR BOX/CODE DATA PLATE Paid Chk# 045878 SCHWAAB, INC 6/18/2008 $37.27 SIGNATURE STAMP - JESSICA Paid Chk# 045879 SOFTRONICS 6118/2008 $2,334.14 ADMIN - LABOR Paid Chk# 045880 T & S TRUCKING BUFFALO INC 6/18/2008 $8,723.83 TRUCKING GRAVEL TO CITY RDS Paid Chk# 045881 TROPHIES PLUS 6/18/2008 $103.91 NAME PLATE/PLANNING COMM Paid Chk# 045882 VERIZON WIRELESS 6/18/2008 $194.44 LAP TOP SERVICE Paid Chk# 045883 WASTE MANAGEMENT 6/18/2008 $8,883.43 CLEAN UP MONTH Paid Chk# 045884 WRIGHT COUNTY AUDITOR -TRE 6/18/2008 $65,880.00 JUNE SHERIFF PATROL Paid Chk# 045885 WRIGHT COUNTY RECORDER 6/18/2008 $46.00 RESOLUTION 08-22, TRANS OF PRO Paid Chk# 045886 XCEL ENERGY 6/18/2008 $3,187.26 RIVERPOINTE LIGHTS Total Checks $143,909.07 FILTER: None CITY OF OTSEGO 06/18/08 3:09 PM Page 1 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 045838 6/10/2008 MBANK OF ELK RIVER -1 E 101-41400-310 Miscellaneous $50.00 #434 SAFE DEPOSIT BOX Total BANK OF ELK RIVER -1 $50.00 Paid Chk# 045839 6/1012008 NEXTEL COMMUNICATIONS E 250-42410-320 Telephone $152.10 184430382-00 CELL PHONES E 101-43100-320 Telephone $202.49 184430382-00 CELL PHONES Total NEXTEL COMMUNICATIONS $354.59 Paid Chk# 045840 6/10/2008 COBORNS INC E 250-42410-225 Uniforms/Clothing Allowance $87.18 M81530344 DRY CLEANING Total COBORNS INC $87.18 Paid Chk# 045841 6/11/2008 UNITED STATES POSTAL SERVICE E 101-41400-347 Newsletter $901.63 POSTAGE FOR OTSEGO VIEW Total UNITED STATES POSTAL SERVICE $901.63 Paid Chk# 045842 6/18/2008 AFFORDABLE SANITATION E 101-45200-410 Rentals (GENERAL) $953.30 7569 MAY PORTA RENTALS Total AFFORDABLE SANITATION $953.30 Paid Chk# 045843 6/18/2008 AIRGAS, INC. E 101-43100-210 Operating Supplies (GENERAL) $30.04 105007230 ACETYLENE/OXYGEN/HAZMAT Total AIRGAS, INC. $30.04 Paid Chk# 045844 6/18/2008 ALL FLAGS, LLC E 101-41410-205 Election Supplies $142.82 899270 3 OUTDOOR FLAGS Total ALL FLAGS, LLC $142.82 Paid Chk# 045845 6/18/2008 ALLIANCE BENEFIT GROUP G 101-21706 Hospitalization/Medical Ins $491.38 PPE 6/14/08 CH DTD 6/18/08 Total ALLIANCE BENEFIT GROUP $491.38 Paid Chk# 045846 6/18%2008 ARROW TERMINAL LLC E101-43100-240 Small Tools/Equipment $32.43 55065 -IN HOLE SAWS Total ARROW TERMINAL LLC $32.43 Paid Chk# 045847 6/18/2008 AUTOMATIC SYSTEMS CO E 204-41400-310 Miscellaneous $1,392.03 19595 INSTRUMENT REP - EAST WWTF - L Total AUTOMATIC SYSTEMS CO $1,392.03 Paid Chk# 045848 6/18/2008 BARR ENGINEERING COMPANY E 441-43100-302 Engineering Fees E 601-49400-302 Engineering Fees E 444-43256-302 Engineering Fees E 444-43256-302 Engineering Fees Total BARR ENGINEERING COMPANY E 101-41600-123 Health E 101-43100-123 Health E 25042410-123 Health E 101-41400-123 Health Total BLUE CROSS BLUE SHIELD OF MN Paid Chk# 045850 6/18/2008 BROCK WHITE CO LLC $430.25 Paid Chk# 045849 6/18/2008 BLUE CROSS BLUE SHIELD 2371097-2 ENG SVCS - PW GENERATOR $750.00 23860828313- SCADA UPGRADES $2,467.50 2386083-2 QUADAY LS #1, PHASE 1 $450.00 2386083-3 QUADAY LS #1, PHASE 1 $4,097.75 FMN $1,208.00 JULY MEDICAL $3,178.00 JULY MEDICAL $2,958.00 JULY MEDICAL $2,533.00 JULY MEDICAL $9,877.00 E 101-43100-220 Repair/Maint Supply (GENERAL) $58.09 11783099-00 STAPLES CITY OF OTSEGO 06/18/08 3:09 PM Page 2 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment Total BROCK WHITE CO LLC $58.09 Paid Chk# 045851 6/18/2008 CITY OF OTSEGO E 60249450-322 Utilities $108.79 5850 RANDOLPH - EAST WWTF E 10145200-322 Utilities $163.90 6480 MASON - IRRIG E 60249450-322 Utilities $3.70 7551 LANCASTER - WEST WWTF E 602-49450-322 Utilities $6.00 7551 LANCASTER - WEST WWTF E 602-49450-322 Utilities $45.37 7551 LANCASTER - WEST WWTF E 101-45200-322 Utilities $151.44 10400 71ST - IRRIG E 101-45200-322 Utilities $222.85 11313 77TH - IRRIG E 602-49450-322 Utilities $284.80 7551 LANCASTER -WEST WWTF E 101-45200-322 Utilities $389.95 15501 83RD - IRRIG G 701-21880 CRONIE'S GAMEROOM BAR & GRIL Total CITY OF OTSEGO $1,376.80 G 701-22366 MARTIN FARMS Paid Chk# 045852 6/18/2008 COURI MACARTHUR LAW OFFICE E 403-43100-301 Legal Services $67.50 75TH STREET E 403-43100-301 Legal Services $108.00 KADLER - OFFICIAL MAPPING E 414-43100-301 Legal Services $459.00 QUANTRELLE AVE S E 101-41700-301 Legal Services $175.50 FESTIVAL E 101-41700-301 Legal Services $148.50 PERSONNEL E 101-41700-301 Legal Services $135.00 ALBERTVILLE LIONS E 101-41700-301 Legal Services $202.50 HOSPITAL DISTRICT E 101-41700-301 Legal Services $40.50 ADMINISTRATIVE ENFORCEMENT E 101-41700-301 Legal Services $2,965.50 GENERAL G 701-22445 RIVER PLACE 11 $999.00 RIVERPLACE 2 G 701-22377 OTSEGO PRESERVE $511.50 OTSEGO PRESERVE G 701-22436 CRIMSON PONDS NORTH $297.00 CRIMSON PONDS NORTH G 701-21880 CRONIE'S GAMEROOM BAR & GRIL $280.50 CRONIES G 701-22366 MARTIN FARMS $247.50 MARTIN FARMS G 701-22393 REMINGTON COVES $82.50 REMINGTON COVES E 480-43100-301 Legal Services $175.50 OTSEGO/ALBERTVILLE ROAD Total COURI MACARTHUR LAW OFFICE $6,895.50 Paid Chk# 045853 6/18/2008 CP TELECOM E 250-42410-320 Telephone $300.22 TELEPHONE E 101-43100-320 Telephone $150.11 TELEPHONE E 101-41400-320 Telephone $150.11 TELEPHONE Total CP TELECOM $600.44 Paid Chk# 045854 6/18/2008 D.C. HOMES, INC. E 702-41400-310 Miscellaneous $1,500.00 7482 LARGE - DRWY ESC REF Total D.C. HOMES, INC. $1,500.00 Paid Chk# 045855 6/18/2008 DJ'S TOTAL HOME CENTER E 101-45200-220 Repair/Maint Supply (GENERAL) E 101-45200-220 Repair/Maint Supply (GENERAL) E 101-45200-220 Repair/Maint Supply (GENERAL) E 101-43100-210 Operating Supplies (GENERAL) E 101-45200-220 Repair/Maint Supply (GENERAL) E 101-45200-240 Small Tools/Equipment E 101-45200-220 Repair/Maint Supply (GENERAL) Total DJ'S TOTAL HOME CENTER Paid Chk# 045856 6/18/2008 ECM PUBLISHERS INC $31.35 30561 PARK REPAIR SUPPLIES $13.81 30653 IRRIG REPAIR SUPPLIES $5.45 30685 IRRIG REPAIR SUPPLIES $25.52 30742 METALLIC CHROME PAINT $4.25 30795 TENNIS NET REPAIR $40.45 31256 PICKUP TOOL $10.08 31256 FUNNY PIPE REPAIR SUPPLIES $130.91 E 41443100-351 Legal Notices Publishing $490.05 271889 PUBLIC HEARING - QUANTRELLE W/ E 101-41400-350 Print/Binding (GENERAL) $59.40 271891 LEGAL - PUBLIC HEARING E 10141400-350 Print/Binding (GENERAL) $59.40 271892 LEGAL - PUBLIC HEARING E 10141400-350 Print/Binding (GENERAL) $81.68 281890 LEGAL - PUBLIC HEARING CITY OF OTSEGO 06/18/08 3:09 PM Page 3 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment Total ECM PUBLISHERS INC $690.53 Paid Chk# 045857 6/18/2008 ELK RIVER PRINTING & PARTY PLU E 101-41400-350 Print/Binding (GENERAL) $228.98 26756 ENVELOPES E 601-49400-350 Print/Binding (GENERAL) $501.62 26758 2007 CONSUMER CONF REP Total ELK RIVER PRINTING & PARTY PLU $730.60 Paid Chk# 045858 6/18/2008 FINKEN'S WATER CARE E 101-41940-390 Contracted Services $56.37 BOTTLED WATER Total FINKEN'S WATER CARE $56.37 Paid Chk# 045859 6/18/2008 FIRST LAB E 101-43100-310 Miscellaneous $78.00 311535 PRE -EMP DRUG SCREEN, MARC & DI Total FIRST LAB $78.00 - Paid Chk# 045860 6/18!2008 G & K TEXTILE LEASING SYSTEM E 101-43100-225 Uniforms/Clothing Allowance E 101-41940-390 Contracted Services E 101-43100-225 Uniforms/Clothing Allowance E 101-43100-225 Uniforms/Clothing Allowance E 101-41940-390 Contracted Services E 101-43100-225 Uniforms/Clothing Allowance Total G & K TEXTILE LEASING SYSTEM paid Chk# 045861 6/18/2008 GRAINGER E 101-41410-205 Election Supplies E 101-41410-205 Election Supplies E 101-41410-205 Election Supplies Total GRAINGER Paid Chk# 045862 6/18/2008 ICMA RETIREMENT TRUST $133.39 1043735317 UNIFORMSIMATS $142.54 1043735318 MATS $60.53 1043740619 UNIFORMS/MATS $95.75 1043745955 UNIFORMS/MATS $142.54 1043745956 MATS $53.01 1043751290 UNIFORMS/MATS $627.76 $670.95 9654441600 CHROME WIRE SECURITY CART $43.57 9655054246 CHROME WIRE SHELF $43.57 9655388784 CHROME WIRE SHELF $758.09 E 101-41400-121 PERA $212.22 PLAN NUMBER 304185 G 101-21705 Other Retirement $361.00 PLAN NUMBER 304185 Total ICMA RETIREMENT TRUST $573.22 Paid Chk# 045863 6/18/2008 J.M. SEMLER BUILDING CORP E 702-41400-310 Miscellaneous $1,000.00 11921 78TH - LNDSCP ESC REF Total J.M. SEMLER BUILDING CORP $1,000.00 Paid Chk# 045864 6/1812008 JACOB OR JANINE YLIOJA E 702-41400-310 Miscellaneous $1,500.00 11438 75TH - DRWY ESC REF Total JACOB OR JANINE YLIOJA $1,500.00 Paid Chk# 045865 6/18/2008 JACQUIE ROGNLI E 10141400-347 Newsletter $1,025.00 2008-03 JUNE/JULY OTSEGO VIEW Total JACQUIE ROGNLI $1,025.00 Paid Chk# 045866 6/18/2008 JONATHAN PEDERSON E 702-41400-310 Miscellaneous $1,000.00 9014 OGDEN - LNDSCP ESC REF Total JONATHAN PEDERSON $1,000.00 Paid Chk# 045867 6/18/2008 MARTIN BENEFIT ADMINISTRATORS E 101-41400-390 Contracted Services $52.50 15716 JUNE FEE - FLEX Total MARTIN BENEFIT ADMINISTRATORS $52.50 Paid Chk# 045868 6/18/2008 MCGRUFF SAFE KIDS E 101-42150-310 Miscellaneous $487.28 101482 KIDS SAFETY/IDENTIFICATION KIT Total MCGRUFF SAFE KIDS $487.28 CITY OF OTSEGO *Check Detail Register© 812008 MENARDS E 101-43100-210 Operating Supplies (GENERAL) E 101-43100-210 Operating Supplies (GENERAL) E 101-43100-393 Street Signs E 101-43100-210 Operating Supplies (GENERAL) Total MENARDS JUNE 2008 Check Amt Invoice $66.53 65145 HOSE, CLAMPS, FITTINGS $54.96 67145 TAPE MEAS, MISC OP SUPP $297.60 67145 POST CEMENT $210.68 68052 4 X 8 TREATED $629.77 Paid Chk# 045870 6/18/2008 MICHAEL JOHN ROBERTSON 06/18/08 3:09 PM Page 4 E 101-41400-360 Education/Training/Conferences $600.00 ADVANCE FOR ICMA - CONFERENCE E 101-41400-360 Education/Training/Conferences $405.00 ADVANCE FOR ICMA - HOTEL Total MICHAEL JOHN ROBERTSON $1,005.00 Paid Chk# 045871 6/18/2008 MONARCH HOMES, INC. E 702-41400-310 Miscellaneous _$1,000.00 11385 72ND - LNDSCP ESC REF Total MONARCH HOMES, INC. $1,000.00 Paid Chk# 045872 6/18/2008 MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $80.00 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL $80.00 -Paid Chk# 045873 6/18/2008 NEWMAN TRAFFIC SIGNS E 101-43100-393 Street Signs $1,321.22 TI -0193140 SIGN MAT'L - BLANKS/10' POSTS E 101-43100-393 Street Signs $685.68 TI -0193579 SIGN MAT'L -12' POSTS E 101-43100-393 Street Signs ($583.97) TI -0193910 CREDIT FOR 10' POSTS Total NEWMAN TRAFFIC SIGNS $1,422.93 Paid Chk# 045874 6/18/2008 NORTHWEST ASSOC CONSULTANTS G 701-21882 TCF NAT'L BANK @ GRC $23.00 17643 TCF BANK G 701-22436 CRIMSON PONDS NORTH $657.04 17643 CRIMSON PONDS NORTH G 701-21856 WATERFRONT EAST 3RD $417.50 17643 WFE 3RD G 701-21885 KINCANON CUP - LOT SPLIT $414.68 17643 KINCANNON CUP G 701-21884 KLEIN BANK BUILDING $345.00 17643 KLEIN BANK SITE PLAN REV G 701-21883 ISLAND VIEW BLUFFS $219.44 17643 BAME - ISLAND VIEW G 701-22377 OTSEGO PRESERVE $138.00 17643 OTSEGO PRESERVES G 701-21855 FRIENDSHIP ADDITION $57.50 17643 FRIENDSHIP ADDITION G 701-21887 OTSEGO AUTOCARE $126.50 17643 OTSEGO AUTO CARE E 414-43100-303 Planning Fees $329.00 17644 QUANTRELLE SEWER PROJ E 101-41570-303 Planning Fees $991.32 17644 GENERAL E 10141570-303 Planning Fees $245.00 17644 PAWN SHOP E 10141570-303 Planning Fees $235.20 17644 NON-COMMERCIAL SIGN EXEMPTIONS E 101-41570-303 Planning Fees $78.40 17644 RESIDENTIAL CARE FACILITIES E 10141570-303 Planning Fees $49.00 17644 SOCIAL HOST ORDINANCE E 25042410-303 Planning Fees $1,850.96 17645 CODE ENFORCEMENT E 101-41570-303 Planning Fees $2,250.00 17646 MAY MEETINGS Total NORTHWEST Assoc CONSULTANTS $8,427.54 Paid Chk# 045875 6/18/2008 OFFICEMAX E 101-41400-201 Office Supplies and Expenses $198.63 648191 OFFICE SUPPLIES Total OFFICEMAX $198.63 Paid Chk# 045876 6/18/2008 PUBLIC EMPLOYEES RETIREMENT FD E 101-43100-121 PERA $817.93 PPE 6/14/08 CH DTD 6/18/08 E 602-49450-121 PERA $32.29 PPE 6/14/08 CH DTD 6/18/08 G 101-21704 PERA $1,945.75 PPE 6/14/08 CH DTD 6/18/08 E 250-42410-121 PERA $461.27 PPE 6/14/08 CH DTD 6/18/08 E 10141400-121 PERA $342.94 PPE 6/14/08 CH DTD 6/18/08 E 101-41600-121 PERA $421.20 PPE 6/14/08 CH DTD 6/18/08 E 601-49400-121 PERA $32.30 PPE 6/14/08 CH DTD 6/18/08 CITY OF OTSEGO 06/18/08 3:09 PM Page 5 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment Total PUBLIC EMPLOYEES RETIREMENT FD $4,053.68 Paid Chk# 045877 6/18%2008 SCHINDLER ELEVATOR CORPORATION E 101-43100-402 Repairs/Maint Buildingss $150.00 7100145305 ELEVATOR BOX/CODE DATA PLATE Total SCHINDLER ELEVATOR CORPORATION $150.00 Paid Chk# 045878 6/18/2008 SCHWAAB, INC E 101-41400-203 Other Supplies $37.27 X26344 SIGNATURE STAMP -JESSICA Total SCHWAAB, INC $37.27 Paid Chk# 045879 6/18/2008 SOFTRONICS E 250-42410-390 Contracted Services E 602-49450-390 Contracted Services E 602-49450-201 Office Supplies and Expenses E 601-49400-201 Office Supplies and Expenses E 601-49400-390 Contracted Services E 101-43100-390 Contracted Services E 101-41400-390 Contracted Services E 101-41600-390 Contracted Services E 101-41400-201 Office Supplies and Expenses E 101-43100-201 Office Supplies and Expenses ADMIN - LABOR Total SOFTRONICS $175.00 2252 BLDG - LABOR $87.50 2252 UTIL - LABOR $62.22 2252 UTIL - VIRUS SFTWR $62.22 2252 UTIL - VIRUS SFTWR $87.50 2252 UTIL - LABOR $750.00 2252 PW - LABOR $500.00 2252 ADMIN - LABOR $400.00 2252 FIN - LABOR $168.22 2252 ADMIN - CABLE, SWITCH, VIRUS S $41.48 2252 PW - VIRUS SFTWR $2,334.14 Paid Chk# 045880 6/18/2008 T & S TRUCKING BUFFALO INC E 101-43100-370 Sand andGravel $8,723.83 1195 TRUCKING GRAVEL TO CITY RDS Total T & S TRUCKING BUFFALO INC $8,723.83 Paid Chk# 045881 6/18/2008 TROPHIES PLUS E 101-41400-310 Miscellaneous $96.99 NAME PLATEMESSICA & MAYOR PLA E 101-41400-310 Miscellaneous $6.92 NAME PLATE/PLANNING COMM Total TROPHIES PLUS $103.91 Paid Chk# 045882 6/18/2008 VERIZON WIRELESS E 250-42410-320 Telephone $194.44 1867466882 LAP TOP SERVICE Total VERIZON WIRELESS $194.44 Paid Chk# 045883 6/18/2008 WASTE MANAGEMENT E 101-43620-390 Contracted Services $8,883.43 26178-1706-5 CLEAN UP MONTH Total WASTE MANAGEMENT $8,883.43 Paid Chk# 045884 6/18/2008 WRIGHT COUNTY AUDITOR- TREASURE E 101-42100-390 Contracted Services $65,880.00 PATROL -08-6 JUNE SHERIFF PATROL Total WRIGHT COUNTY AUDITOR -TREASURE $65,880.00 Paid Chk# 045885 6/18/2008 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $46.00 RESOLUTION 08-22, TRANS OF PRO Total WRIGHT COUNTY RECORDER $46.00 Paid Chk# 045886 6/18/2008 XCEL ENERGY E 602-49450-322 Utilities $38.49 17388 52ND ST E 602-49450-322 Utilities $88.13 16935 56TH CT E 602-49450-322 Utilities $2,869.55 17330 53RD ST E 10143160-322 Utilities $191.09 RIVERPOINTE LIGHTS Total XCEL ENERGY $3,187.26 10100 BANK OF ELK RIVER $143,909.07 CITY OF OTSEGO 06/18/08 3:09 PM Page 6 *Check Detail Register© JUNE 2008 $143,909.07 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $115,483.93 204 INSURANCE RESERVE $1,392.03 250 Comm. Dev. & Bldg Safety $6,179.17 403 COLLECTOR RDS (FORMERLY MSA) $175.50 414 Revolving Capital Improvements $1,278.05 441 Otsego Municipal Building Fund $430.25 444 SE Utilities Project $2,917.50 480 194/CSAH 37/19 & Kadler $175.50 601 WATER FUND $1,433.64 602 SEWER FUND $3,626.84 701 DEVELOPMENT ESCROWS FUND $4,816.66 702 BUILDERS ESCROW FUND $6,000.00 $143,909.07 ITEM 5.2 CITY OF OTSEGO PARK & RECREATION COMMISSION MEETING MINUTES MAY 14, 2008 7:00 PM Call to Order: The meeting was called to order at 7:04 PM. Roll Call: Commissioners: Chair Peter Torresani, Rose Cassady, Krista Bean, and Susan Krekelberg. Mike Brumm arrived at 7:15 p.m. Absent: Kathy Roberts and Beverly Kumar. Councilmember: Jessica Stockamp. Staff: City Administrator Mike Robertson & Public Works Supervisor Brad Belair. 1. Agenda.Approval: Motion by Commissioner Krekelberg and seconded by Commissioner Cassady to approve the agenda as revised. Motion carried 4-0. 2. Approval of April 9, 2008 minutes: Commissioner Krekelberg, seconded by Commissioner Bean, moved to approve the minutes as presented. Motion carried 4-0. 3. Lily Pond Park Improvements: Robertson and Belair reviewed the addition of irrigation and lighting to Lily Pond Park. Belair noted that the initial bid was $85,000 but after making changes and reducing the area irrigated the cost estimated had dropped to $35,000. The lights are to increase public safety and reduce opportunities for vandalism. Motion by Commissioner Cassady and seconded by Commissioner Cassady to recommend approval of the irrigation plan. Motion carried 5-0. Motion by Commissioner Bean and seconded by Commissioner Cassady to recommend approval of the lighting plan. Motion carried 5-0. 4. School Knoll Park Lighting: Robertson and Belair reviewed the proposal for lighting. Commissioners asked that the revised plan be brought to their next Commission meeting. Motion by Commissioner Brumm and seconded by Commissioner Krekelberg to recommend approval. Motion carried 5-0. 5. Park Finances: Robertson reviewed the park finances. Under Commission Activities, where the recreation events are financed, in 2007 $31,000 was budgeted and $19,000 was spent. In the Park Development Fund, which is financed by park fees on new lots and used for the construction of new parks, the City began the year with a total of $1,705,000, received $195,000 and spent $675,000, leaving a balance of $$1,225,000. Commissioners discussed future park construction plans. 6. Park Rules Signs: Commissioners reviewed the Park Rules sign template that Belair provided. They suggested putting the ordinance number on the bottom and removing the information about park rental. The park rental information should be posted on the Prairie Park shelter. Motion by Commissioner Brumm and seconded by Commissioner Rrekelberg to approve the rules as amended. Motion carried 5-0. 7. Soccer Fields Robertson reviewed the information he had received from the Soccer Association. There are currently 600 kids in soccer in the six to eight bracket and 300 kids in soccer in the nine to twelve bracket. 8. Bike Paths from Otsego Elementary School Commissioners reviewed concerns about safety where the bike paths enter the street. Belair noted there is currently a sign on the street noting the crossing. After discussion Belair said he would put up a stop sign on the path and if that didn't work he would look at construction of a gate that would stop kids from shooting into the street. 9. Permanent Bases Belair noted that he has ordered the permanent bases for the ball fields and that their total cost is $1,600. The City Attorney is drawing up an agreement that the various associations will sign making them responsible for the maintenance. 10. City Update: Councilmember Stockamp updated the Commissioners on recent events. Commissioners asked Belair to get a price on water soakers similar to downtown Elk River. Commissioners asked that additional lighting for Prairie Park but put on the next Commission agenda. Adjournment: Motion by Commissioner Cassady and seconded by Commissioner Bean to adjourn at 9:12 p.m. Motion carried 5-0. ITEM 5-3 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 17 June 2008 RE: Otsego — Zoning Ordinance; Non -Commercial Speech Signs NAC FILE: 176.08 The Planning Commission held a public hearing on 16 June 2008 to consider amendments to the Zoning Ordinance related to State mandated exemptions on the regulations signs displaying non-commercial speech. Ms. Kathy Roberts and Ms. Rose Cassidy both spoke in favor of the proposed amendment as it would allow the annual Otsego Festival to display signs regarding the event without conflict with the Zoning Ordinance as these signs fall within the definition of noncommercial speech. The Planning Commission clarified that there are existing allowances in the Zoning Ordinance for opinion signs regulated on the basis of area, height and location. The Planning Commission closed the public hearing and voted 4-0 to recommend approval of the proposed Zoning Ordinance amendment in the form attached hereto. The City Council will consider the proposed amendment at their meeting on 23 June 2008 at 6:30PM. C. Mike Robertson Judy Hudson Andy MacArthur ORDINANCE NO.: 2008-13 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE OTSEGO ZONING ORDINANCE REGARING EXEMPTIONS FOR NON-COMMERCIAL SIGNS IN ACCORDANCE WITH MINNESOTA STATUTES. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 20-2-2.S of the Zoning Ordinance (Definitions) is hereby amended to add the following sign related definitions: Commercial Speech: Speech advertising a business, profession, commodity, service or entertainment intended for, characteristic of or related to commerce. Non -Commercial Speech: Dissemination of messages not classified as Commercial Speech that include, but are not limited to, messages concerning political, religious, social, ideological, public service and informational topics. Section 2. Section 20-37-4.A.2 of the Zoning Ordinance (Permitted Signs) is hereby amended to read as follows: 2. Non -Commercial Signs Exemption. In accordance with Minnesota Statutes 2118.045, all noncommercial signs of any size may be posted in any number from August 1 until ten (10) days following the Tuesday after the first Monday of November of each year. Section 3. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 23`d day of June, 2008. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk ITEM 5_4 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 17 June 2008 RE: Otsego — Zoning Ordinance; Residential Care Facilities NAC FILE: 176.08 The Planning Commission held a public hearing on 16 June 2008 to consider amendments to the Zoning Ordinance related to State licensed residential care facilities and day care facilities. There were no public comments. The Planning Commission had no further discussion having reviewed the issue at a previous meeting. The Planning Commission closed the public hearing and voted 4-0 to recommend approval of the proposed amendment. City staff recommends approval of the proposed ordinance amendment in the form attached hereto consistent with the recommendations of the Planning Commission. A summary ordinance for publication is also attached for approval. C. Mike Robertson Judy Hudson Andy MacArthur ORDINANCE NO. 2008 —14 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING THE DEFINITIONS SECTION, DAY CARE NURSERY FACILITIES SECTION AND RESIDENTIAL, COMMERCIAL AND INDUSTRIAL DISTRICT SECTIONS OF THE OTSEGO ZONING ORDINANCE RELATING TO STATE LICENSED DAY CARE AND RESIDENTIAL CARE FACILITIES WITHIN THE CITY OF OTSEGO THE CITY COUNCIL OF THE CITY OF OTSEGO HEREBY ORDAINS: Section 1. The following provisions of Section 20-2-2 of the Otsego Zoning Ordinance shall be amended to read as follows: Residential Care Facility: A facility or program licensed by the State Department of Human Services or County Commissioner of Health that provides care in or outside of a person's own home: 1. Nonresidential Program: Care, supervision, rehabilitation, training or habilitation of a person outside the person's own home and provided for fewer than 24 hours a day, including adult day care programs and chemical dependency or chemical abuse programs that are located in a nursing home or hospital and receive public funds for providing chemical abuse or chemical dependency treatment services under Minnesota State Statutes Chapter 25413. Nonresidential programs include home and community-based services and semi-independent living services for persons with developmental disabilities that are provided in or outside of a person's own home. 2. Residential Program: A program that provides 24 hour -a -day care, supervision, food, lodging, rehabilitation, training, education, habilitation, for four (4) or more persons with developmental disabilities and chemical dependency or chemical abuse programs that are located in a hospital or nursing home and receive public funds for providing chemical abuse or chemical dependency treatment programs under Minnesota State Statutes Chapter 2548. Residential programs include home and community-based services for persons with developmental disabilities that are provided in or outside of a person's own home. 3. Boarding Care Home: A licensed facility or unit used to provide care for aged or infirm persons who require only personal or custodial care and related services in accordance with these regulations. A boarding care home license is required if the persons need or receive personal or custodial care only. Nursing services are not required. Examples of personal or custodial care: board, room, laundry and personal services, supervision over medications which can be safely administered, plus a program of activities and supervision required by persons who are not capable of properly caring for themselves. Day Care Facility: Any facility licensed by the State Department of Human Services, public or private, which for gain or otherwise regularly provides one or more persons with care, training, supervision, habilitation, rehabilitation or developmental guidance on a regular basis, for periods of less than twenty-four (24) hours per day, in a place other than the person's own home: 1. Day Care, In -Home: Any state licensed facility where childcare is provided to fourteen (14) or fewer children in the principal residence as regulated by Minnesota State Statutes and Minnesota Rules. 2. Group Day Care Center: Any location other than a residence which provides care for six (6) or more unrelated children at one time, for compensation, and which is licensed to provide such services by the Minnesota Department of Human Services. This term shall include, but is not limited to, uses such as nursery schools, day nurseries, child care centers and drop-in care centers. Section 2. Section 20-2-2 of the Zoning Ordinance is hereby amended to delete the following definition: Group Day Care Center: Any location which provides care for six (6) or more unrelated children at one time, for compensation, and which is licensed to provide such services by the Minnesota Department of Public Welfare. This term shall include, but is not limited to, uses such as nursery schools, day nurseries, child care centers and drop-in care centers. Section 3. Section 20-30-5 of the Otsego Zoning Ordinance shall be amended to read as follows: F. Passenger Loading: Day care facilities shall provide off-street loading areas for passenger pick-up and drop-off subject to review and approval of City staff. 2 Section 4. Section 20-51-21 of the Otsegg Zoning Ordinance (A-1 District Permitted Uses) shall be amended to read as follo: F. Reserved. Section 5. Section 20-51-4.D of the Otsego Zoning Ordinance (A-1 District Accessory Uses) shall be amended to read as follows: D. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 6. Section 20-52-2.F of the Otsego Zoning Ordinance (A-2 District Permitted Uses) shall be amended to read as follows: F. Reserved. Section 7. Section 20-52-4.D of the Otsego Zoning Ordinance (A-2 District Accessory Uses) shall be amended to read as follows: D. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 8. Section 20-60-2.E of the Otsego Zoning Ordinance (R -C District Permitted Uses) shall be amended to read as follows: E. Reserved. Section 9. Section 20-60-4 of the Otsego Zoning Ordinance (R -C District Accessory Uses) shall be amended to include the following provision: I. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 10. Section 20-61-2.13 of the Otsego Zoning Ordinance (R-1 District Permitted Uses) shall be amended to read as follows: D. Reserved. 3 Section 11. Section 20-61-4 of the Otsego Zoning Ordinance (R-1 District Accessory Uses) shall be amended to include the following provision: K. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 12. Section 20-62-2.0 of the Otsego Zoning Ordinance (R-2 District Permitted Uses) shall be amended to read as follows: C. Reserved. Section 13. Section 20-62-4 of the Otsego Zoning Ordinance (R-2 District Accessory Uses) shall be amended to read as follows: J. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 14. Section 20-63-2.0 of the Otsego Zoning Ordinance (R-3 District Permitted Uses) shall be amended .to read as follows: C. Reserved. Section 15. Section 20-63-4 of the Otsego Zoning Ordinance (R-3 District Accessory Uses) shall be amended to include the following provision: J. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 16. Section 20-64-2.0 of the Otsego Zoning Ordinance (R -4A District Permitted Uses) shall be amended to read as follows: C. Reserved. Section 17. Section 20-64-4 of the Otsego Zoning Ordinance (R -4A District Accessory Uses) shall be amended to include the following provision: J. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. 4 Section 18. Section 20-65-2.0 of the Otsego Zoning Ordinance (R-4 District Permitted Uses) shall be amended to read as follows: C. Reserved. Section 19. Section 20-65-4 of the Otsego Zoning Ordinance (R-4 District Accessory Uses) shall be amended to include the following provision: J. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 20. Section 20-66-2.0 of the Otsego Zoning Ordinance (R-5 District Permitted Uses) shall be amended to read as follows: C. Reserved. Section 21. Section 20-66-4 of the Otsego Zoning Ordinance (R-5 Accessory Uses) shall be amended to include the following provision: J. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 22. Section 20-67-2.E of the Otsego Zoning Ordinance (R-6 District Permitted Uses) shall be amended to read as follows: E. Reserved. Section 23. Section 20-67-4 of the Otsego Zoning Ordinance (R-6 District Accessory Uses) shall be amended to include the following provision: K. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 24. Section 20-68-2.13 of the Otsego Zoning Ordinance (R-7 District Permitted Uses) shall be amended to read as follows: B. Reserved. 5 Section 25. Section 20-68-2.G of the Otsego Zoning Ordinance (R-7 District eF Permitted Uses) shall be amended to read as follows: G. Residential care facilities serving seven (7) to sixteen (16) persons in a multiple family structure. Section 26. Section 20-68-4 of the Otsego Zoning Ordinance (R-7 District Accessory Uses) shall be amended to include the following provisions: K. In home day care serving fourteen (14) or fewer persons in a single family detached dwelling. Section 27. Section 20-75-6 of the Otsego Zoning Ordinance (B-1 District Conditional Uses) shall be amended to include the following provision: C. Day care facilities as regulated by Section 30 of this Chapter. Section 28. Section 20-76-6 of the Otsego Zoning Ordinance (B-2 District Conditional Uses) shall be amended to include the following provision: Day care facilities as regulated by Section 30 of this Chapter. Section 29. Section 20-77-6 of the Otsego Zoning Ordinance (B-3 District Conditional Uses) shall be amended to include the following provision: H. Day care facilities as regulated by Section 30 of this Chapter. Section 30. Section 20-78-6.13 of the Otsego Zoning Ordinance (B -W District Conditional Uses)shall be amended to read as follows: B. Day care facilities as regulated by Section 30 of this Chapter. Section 31. Section 20-79-6 of the Otsego Zoning Ordinance (B-5 District Conditional Uses) shall be amended to include the following provision: E. Day care facilities as regulated by Section 30 of this Chapter. Section 32. Section 20-90-6 of the Otsego Zoning Ordinance (INS District Conditional Uses) shall be amended to read as follows: L M. Daycare nursery facilities as regulated by Section 30 of this Chapter. Section 33. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED this 9th day of June 2008 by the City Council of the City of Otsego. CITY OF OTSEGO Bv: Larry Fournier, Mayor Attest: Judy Hudson, City Clerk/Zoning Administrator 7 SUMMARY OF ORDINANCE NO. 2008 —14 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING THE DEFINITIONS SECTION, DAY CARE NURSERY FACILITIES SECTION AND RESIDENTIAL, COMMERCIAL AND INDUSTRIAL DISTRICT SECTIONS OF THE OTSEGO ZONING ORDINANCE RELATING TO STATE LICENSED DAY CARE AND RESIDENTIAL CARE FACILITIES WITHIN THE CITY OF OTSEGO THE CITY COUNCIL OF THE CITY OF OTSEGO HEREBY ORDAINS: Section 1. The following provisions of Section 20-2-2 of the Otsego Zoning Ordinance shall be amended to include the following definitions: Residential Care Facility. Day Care Facility. Section 2. Section 20-2-2 of the Zoning Ordinance is hereby amended to delete the following definition: Group Day Care Center: Section 3. Section 20-30-5 of the Otsego Zoning Ordinance shall be amended regarding passenger loading for day care facilities. Section 4. Section 20-51-2.F of the Otsego Zoning Ordinance (A-1 District Permitted Uses) shall be reserved. Section 5. Section 20-51-4.13 of the Otsego Zoning Ordinance (A-1 District Accessory Uses) shall be amended to allow in-home daycare. Section 6. Section 20-52-21 of the Otsego Zoning Ordinance (A-2 District Permitted Uses) shall be reserved. Section 7. Section 20-52-4.D of the Otsego Zoning Ordinance (A-2 District Accessory Uses) shall be amended to allow in-home daycare. Section 8. Section 20-60-2.E of the Otsego Zoning Ordinance (R -C District Permitted Uses) shall be reserved. Section 9. Section 20-60-4 of the Otsego Zoning Ordinance (R -C District Accessory Uses) shall be amended to allow in-home day care. Section 10. Section 20-61-2.D of the Otsego Zoning Ordinance (R-1 District Permitted Uses) shall be reserved. Section 11. Section 20-61-4 of the Otsego Zoning Ordinance (R-1 District Accessory Uses) shall be amended to include allow in-home day care. Section 12. Section 20-62-2.0 of the Otsego Zoning Ordinance (R-2 District Permitted Uses) shall be reserved. Section 13. Section 20-62-4 of the Otsego Zoning Ordinance (R-2 District Accessory Uses) shall be amended to allow in-home daycare. Section 14. Section 20-63-2.0 of the Otsego Zoning Ordinance (R-3 District Permitted Uses) shall be reserved. Section 15. Section 20-63-4 of the Otsego Zoning Ordinance (R-3 District Accessory Uses) shall be amended to allow in-home daycare. Section 16. Section 20-64-2.0 of the Otsego Zoning Ordinance (R -4A District Permitted Uses) shall be reserved. Section 17. Section 20-64-4 of the Otsego Zoning Ordinance (R -4A District Accessory Uses) shall be amended to allow in-home daycare. Section 18. Section 20-65-2.0 of the Otsego Zoning Ordinance (R-4 District Permitted Uses) shall be reserved. Section 19. Section 20-65-4 of the Otsego Zoning Ordinance (R-4 District Accessory Uses) shall be amended to allow in-home daycare. Section 20. Section 20-66-2.0 of the Otsego Zoning Ordinance (R-5 District Permitted Uses) shall be reserved. Section 21. Section 20-66-4 of the Otsego Zoning Ordinance (R-5 Accessory Uses) shall be amended to allow in-home daycare. Section 22. Section 20-67-2.E of the Otsego Zoning Ordinance (R-6 District Permitted Uses) shall be reserved. 2 Section 23. Section 20-67-4 of the Otsego Zoning Ordinance (R-6 District Accessory Uses) shall be amended to allow in-home daycare. Section 24. Section 20-68-2.13 of the Otsego Zoning Ordinance (R-7 District Permitted Uses) shall be reserved. Section 25. Section 20-68-2.G of the Otsego Zoning Ordinance (R-7 District Permitted Uses) shall be amended to allow residential care facilities. Section 26. Section 20-68-4 of the Otsego Zoning Ordinance (R-7 District Accessory Uses) shall be amended to allow in-home daycare. Section 27. Section 20-75-6 of the Otsego Zoning Ordinance (13-1 District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 28. Section 20-76-6 of the Otsego Zoning Ordinance (13-2 District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 29. Section 20-77-6 of the Otsego Zoning Ordinance (B-3 District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 30. Section 20-78-6.13 of the Otsego Zoning Ordinance (B -W District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 31. Section 20-79-6 of the Otsego Zoning Ordinance (B-5 District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 32. Section 20-90-6 of the Otsego Zoning Ordinance (INS District Conditional Uses) shall be amended to allow day care facilities as regulated by Section 30 of the Zoning Ordinance. Section 33. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: 3 THOSE OPPOSED: ADOPTED this 23`d day of June 2008 by the City Council of the City of Otsego. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, City Clerk/Zoning Administrator 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. 4 ITEM 5-5 FINAL PAY ESTIMATE CITY OF OTSEGO 2008 Sanitary Sewer Cleaning Project, Improvement Project No. 08-03 ine 18, 2008 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: 2008 Sanitary Sewer Cleaning Project, Improvement Project No. 08-03 Contractor. Westco Environmental Services, Inc. Contract Amount: $29,700 Award Date: March 11, 2008 Completion Date: May 9, 2008 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Westco Environmental Services, Inc. lid Schedule "A" - Sanftary Sewer Cleanin ITEM ESTIMATED I CONTRACT UNITUSED TO NO. REM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 Jet -Vac Cleaning of Gravity Sewers 29,700 LF $0.621$ 18 414.00 15,6831$ 9,723.46 2 Video Recording of Gravity Sewers 29,700 1 LF 1 $0.381 $ 11,286.001 15,6831$ 5,959.54 Total Bid Schedule "A" Bid Schedule "A" TOTAL Total Work Completed to Date LESS PAY ESTIMATE #1: LESS PAY ESTIMATE #2: RECOMMEND PAYMENT OF: APPROVALS: $ 29,700.00 29,700.00 CONTRACTOR: Westco Environmental Services, Ina Certification tractor. I certify that i Mand amounts are correct for the work completed to date. Af/ Tit! ENGINEER: Hakanson Anderson Associates, Inc. Certification by Engineer. We nfcornQd payment for work and quantities as shown. OWNER. City of Otsego Date ot635PE.xls PE - 1 $ 15,683.00 15,883.00 15,683.00 15,683.00 $ 2,899.40 3,200.55 9,583.05 ITEM 5_6 FINAL PAY ESTIMATE #3 CITY OF OTSEGO Otsego Creek North Drainage Improvements Improvement Project No. 07-08 November 7, 2007 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Otsego Creek North Drainage Improvements Contractor: Kotila Excavating Contract Amount: $70,005.77 Award Date: September 4, 2007 Completion Date: November 1, 2007 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Kotila Excavating. Bid Schedule "A" ITEM NO. 1 ITEM DESCRIPTION Mobilization ESTIMATED QUANTITY 1 UNIT LS CONTRACT UNIT PRICE CONTRACT AMOUNT $1500.00 $ 1500.00 USED TO DATE 1 $ EXTENSION 1500.00 2 Remove Bituminous Pavement 273 SY $3.75 $ 1,023.75 280 $ 1,050.00 3 SavAna Bituminous Pavement Full De 157 LF $5.00 785.00 174,$ 870.00 4 Salvage Virryl Fence 40 LF $4.00 $ 160.00 18 64.00 5 Salvaae Electric Fence 40 LF $4.00 160.00 - 6 Common Excavation P 300 CY $6.50 $ 1,950.00 698 $ 4,537.00 7 Granular Borrow C 125 CY $15.00 $ 1,87500 165 $ 2,475.00 8 Dewaterin 1 LS $200.00 $ 200.00 1 $ 200.00 9 Haul and Stockpile Excess Material S 300 CY $10.00 $ 3,000.00 698 $ 6,980.00 10 Aagregate Base Class 5(Driveway) 30 TON $18.00 $ 540.00 30 $ 540.00 11 Aggregate Base Class 5 140 TON $15.00 $ 2100.00 140 $ 2100.00 12 Bituminous Patch Special 1 180 SY $8.00 $ 1,280.00 180 $ 1,440.00 13 Bituminous Patch Special 2 91 SY so-ools 728.00 911$ 728.00 14 Bituminous Patch Special 3 22 SY $8.00 $ 176.00 22 $ 176.00 15 36" RC Pipe Apron 6 EACH $866.00 $ 5196.00 8 5196.00 16 42" RC Pipe Apron 6 EACH $1,033.34 $ 6,200.04 6 $ 6,200.04 17 36" RC Pipe Culvert Design 3006 CL Iii 128 LF $92.32 $ 11 816.96 128 $ 11 816.96 18 42" RC Pipe Culvert Design 3006 CL III 144 LF $139.00 $ 20 018.00 152 $ 21 128.00 19 Random R' ra Class III 120.3 CY $53.40 $ 6,424.02 120.31$ 6,424.02 20 Traffic Control 1 LS $2 000.00 $ 2000.00 1 $ 2000.00 21 Silt FenceT Machine Sliced 690 LF $1.50 $ 1,035.00 660 $ 990.00 22 Erosion Control Blankets Ca 2 400 SY $1.00 $ 400.00 3,200 $ 3,200.00 23 Turf Establishment 6 EACH $200.00 $ 1.200.00 6 $ 1,200.00 24 4" Double Solid Line Yellow - E 60 LF $4.001$ 240.00 60 $ 240.00 Total Bid Schedule "A" $ 70,006.77 $ 81,055.02 Bid AehedWe "R" - Field MeeliAe fim #1 ITEM NO. I ESTIMATEDCONTRACT UNIT ITEM DESCRIPTION QUANnTY UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 Clean and Grubbing Trees I 35 EACH 1 $110.00 $ 41 $ 451 o nn Total Bid Schedule "B" S:WlunicipaPAOTSEGOW29\Pay EstimatesW429PE PE -1 $ S 4,610.00 FINAL PAY ESTIMATE #3 Contractor CITY OF OTSEGO Otsego Creek North Drainage Improvements Improvement Project No. 07-08 Bid Schedule "A" $ 70,005.77 $ 81,055.02 Bid Schedule "B" $ - $ 4,510.00 TOTAL $ 85,565.02 Total Work Completed to Date $ 85,565.02 LESS PAY ESTIMATE #1: $ 34,734.80 LESS PAY ESTIMATE #2: $ 42,678.13 WE RECOMMEND PAYMENT OF: $ 8,152.08 Please verify the amount of previous payments, and the receipt of the following items prior to making payment. 1. Certificate of claims payment (lien waiver), 2. Affidavit of payment of States taxes (MN State TAX Form IC 134), 3. Letter of consent from surety firm. APPROVALS: CONTRACTOR: KOTILA EXCAVATING Certification by by Contractor. I certify that all items and amounts are conect for the work completed to date. / - i Signed: 1 J-rl b2 ffC'L Tide: I%G'Cd'Ti'y /� Date / / — ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by Engineer. We 4mmend final payment for work and quantities as shown. Date +% OWNER: CITY OF OTSEGO Signed: Tide: Date S:Wunicipa1\A0TSEG0W2"ay E8timate9bt429PE PE -2 PAY ESTIMATE #5 CITY OF OTSEGO Improvement Project No. 06-05, Well No. 8 Raw Water Line and Pumphouse No. 2 Improvements June 18, 2008 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Well No. 8, Raw Water Line and Pumphouse No. 2 Improvements Contractor. Rice Lake Construction Contract Amount: 5790,007.00" Award Date: April 24, 2007 Completion Date: September 25, 2008• Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Rice Lake Construction. ITEM 5"7 ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION NO. Includes construction of Well #8: fumishing, installation, QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION Sandstone removal and disposal aitework and testing of well pump and motor, Meter Vau CY $62.75 $ 129 014.00 2,056.00 129 014.00 3 Oischa and its components, and buried piping between Well #8 LS S5.000.00 $ (50000.00) -1.00 I 4 1 and Meter Vault. Delete Gravel Baddll' 1 LS 5539 920.00' S 539 920.00 0.555 i 299,656.00 1 Bonds' 1 LS $1200.00' $ 1,2W.00_ 1$ 1,200.00 2 e T on PiOess Ad 1 LS $.2040.00* $ 2.040.00 14 450.00 7 r otar 15105cnedlde-A- S 541.660.00 _.S 299.655.60 ITEMESTIMATED I ITEM DESCRIPTION ESTIMATEDCONTRACT UNIT CONTRACT USEDTO DATE USED TO 1 NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION Sandstone removal and disposal Includes furnishing, Installation, sltework and testing ol CY $62.75 $ 129 014.00 2,056.00 129 014.00 3 Oischa buried piping, valves and fittings from Meter Vault to Well LS S5.000.00 $ (50000.00) -1.00 I 4 1 #3 and Pumphouse #2. 1 LS S78 000.00 $ 78 000.00 0.90 t 7020000 Total Bid Schedule "C" S 78.000.00 $ 70.200.00 ITEM I ITEM DESCRIPTION ESTIMATEDCONTRACT UNIT CONTRACT UNR PRICE CONTRACT AMOUNT USEDTO DATE USED TO 1 NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION Sandstone removal and disposal includes, a ng, histallatlon snewom CY $62.75 $ 129 014.00 2,056.00 129 014.00 3 Oischa and testing of piping, valves, fittings, meters, and LS S5.000.00 $ (50000.00) -1.00 (5,000.00) 4 Class 3 aggregate base equipmentpt fof for Pumphouse #2, (Delete all work Except CY $10.00 $ (3,000.00) 300.00 $ (3,00o.00) 5 1 Bonds' 1 LS $1200.00' $ 1,2W.00_ 1$ 1,200.00 Total old schedule "D" S 1;200.00 S 1.200.00 Charm. Md., Nn 9 ITEM NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNR PRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 1 Additional well casino 1 LS $16,610.00 $ 18 610.00 1.00 $ 18 610.00 2 Sandstone removal and disposal 2056 CY $62.75 $ 129 014.00 2,056.00 129 014.00 3 Oischa -1 LS S5.000.00 $ (50000.00) -1.00 (5,000.00) 4 Class 3 aggregate base -300 CY $10.00 $ (3,000.00) 300.00 $ (3,00o.00) 5 Dynamft for bias' 320 LBS. $19.00 $ (6 ,0110.00) 320.00 6 O81o.00 6 Air development 34 HRS. 5425.00 i 14 450.00 34.00 i 14 450.00 7 Teat pumpino -48 HRS. slooml 1 102je,00)-48.00 S 19.216.00) 8 lCementwout -7 CY $425.00 S (2,975.00) 7.00 $ 975.00 9 Bondinc. Insurance and overhead 1 LS $3,996.001 $ 3 986.00 1.00 $ 3,906.00 Total Change Order No. 2 S 108.889.00 S 108.889.00 Chance Order No. 3 ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 Underaround Pipina Modifications 1 LS $3,270.00 S 3.270.00 0.00 $ 2 Pumphouse Modifications 1 LS S8 700.00 8 700.00 0.00 $ 3 Chemical Feed Equipment 1 LS 21 325.00 $ 21 326.00 0.00 4 Electrical Modifications 1 LS $20.000. S 20 000.00 0.00 $ 5 Bondi Insurance and Overhead 1 LSE 682.00 S 6682.00 0.00 $ *Revised Per Change Order No.1 - Revised Revised Per Change Order No. 3 S-WLffi apalVIOTSEGOd22bt522PE4-ernail.wn"dor Total Change Order No. 3 $ 69.866.00 $ PE -1 PAY ESTIMATE #5 CITY OF OTSEGO Improvement Project No. 06-05, Well No. 8 + Raw Water Line and Pumphouse No. 2 Improvements Bid Schedule "Part 1- Well 8 and Meter Vault" $ 641,960.00 Bid Schedule "Part 2 - Raw Watermain" $ 78,000.00 Bid Schedule "Part 3 - Pumphouse #2 Improvements" $ 1,200.00 Change Order No. 2 $ 108,889.00 Change Order No. 3 $ 59,958.00 TOTAL S 790,007.00 Total Work Completed to Date LESS 5% RETAINAGE: LESS PAY ESTIMATE NO. 1 LESS PAY ESTIMATE NO.2 LESS PAY ESTIMATE NO.3 LESS PAY ESTIMATE NO.4 WE RECOMMEND PAYMENT OF: APPROVALS CONTRACTOR: Rice Lake Construction Certification by Contractor. I certify that all Mems and amounts are correct for the work completed to date. Signed: Title: Date ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certificatio gineer end payment for work and quantities as shown. Sign TMIe:j��j Date OWNER: City of Otsego Signed: Title: Date S:WuNcipaMOTSEGO%522W522PE4-ema#-contractor PE -2 $ 299,655.60 $ 70,200.00 $ 1,200.00 $ 108.889.00 S $ 479,944.60 $ 479,944.60 $ 23,997.23 $ 63,207.84 $ 99,967.36 $ 117,972.52 $ 103,444.55 $ 51.355.10 CONTRACTOR ITEM 6_2 CITY OF OTSEGO FINANCIAL PLAN JUNE, 2008 This Financial Plan lists a variety of City financial issues, from improvement assessments to particular bond issues to specially created funds, along with the assumptions, agreements, and reasoning that went into the creation of each financial issue. It is intended to be used as; 1) A historical tool for anyone who wants to review past decisions and their reasoning. 2) A reference for anyone who wants to understand the City of Otsego`s financial planning decisions. 3) Assistance for City staffs who may not have been involved in the decision-making but who are now charged with carrying out the decisions. This document is intended to be complementary to the annual audit of City finances. The audit contains more detailed information on City finances. 1991 ROAD IMPROVEMENT BOND PACKARD AVENUE The 1991 Improvement Bond was for $210,000 and was for Packard Avenue Reconstruction. The length of the bond was 12 years. The bond was called early and paid off from the Capital Improvement Fund to save on interest costs by Council resolution of April 23, 2001. The remaining past due assessments were transferred to the Capital Improvement Fund. 1992 CITY HALL CONSTRUCTION The construction of City Hall in 1992 was financed by debt issued by the City's Economic Development Authority (EDA). The debt issued was $450,000. The debt service payment is budgeted as Rent/Debt Service in the General Fund budget each year and listed under the City Hall department. The final payment on the bond is December, 2007. Because some of the construction work was done by Councilmembers, City staff, and other volunteer labor, the building was constructed for less than estimated costs and this account (Municipal Building Construction Fund) has a surplus of $200,782 as of December, 2007. The surplus has been reserved for repairs, remodeling, or expansion of City Hall. The 2003 and 2006 remodeling projects were funded by the Building Inspections Department Fund as they improved space for the Building Department. 1994 IMPROVEMENT BOND WELL #1 The 1994 Improvement Bond was for $210,000 and was for construction of the City's Well #1. The bond length was 10 years. Well #1 served only Otsego Elementary School until 1999 when the City constructed the East Otsego Water System and Well #1 was connected into that system. Payments totaling $153,464 on this bond were made from the general fund between 1995 and 1999. These payments were reimbursed to the Capital Improvement Fund from the 1999 Water & Sewer Debt Service Fund by Council resolution on December 23, 2002. The remaining balance was paid off in December 2004 using funds from the Water Fund. 1996 ROAD IMPROVEMENT BOND ISLAND VIEW & MISSISSIPPI SHORES The 1996 Improvement Bond was for road improvements in the Island View and Mississippi Shores Additions in the amount of $655,000. The bond length was 10 years. The bond was paid for entirely by assessments. Assessments were at 7.5% interest. The bond was called in December, 2003. $215,000 in principal remained and $147,942 was in the debt service fund. The difference of $67,058 was paid from the Capital Improvement Fund. Future assessments remain to be collected. Those assessments will be deposited in the Capital Improvement Fund as they are received. In 2006 $35,653 was transferred to the Capital Improvement Fund from this account and the Debt Service Fund was closed. This is the last assessment payment. Any future payments would be delinquent assessment payments. They will be transferred to the Capital Improvement Fund. 3 1998 & 1999 SEWER & WATER IMPROVEMENT BONDS EAST OTSEGO SEWER DISTRICT The 1998 & 1999 Sewer & Water Improvement Bonds were for the installation of Otsego`s first municipal water and sewer system. This was installed in eastern Otsego adjacent to Highway 101. $4,500,000 was borrowed in 1998, and $2,595,000 was borrowed in 1999, for a total of $7,095,000. The bond length was 22 years. The bond payments were made from the Sewer Accessibility Charges (SAC) and Water Accessibility Charges (WAC) paid by those developers, builders, and property owners who hooked into the system. These charges were deposited into the Water & Sewer Debt Service Fund. There was enough money in the fund to pay the bonds off early at their call date of December 1, 2004. The City Council paid the bonds off early and will save approximately three million dollars in future interest costs over the original life of the bonds. 4 1998 ROAD IMPROVEMENTS 78TH STREET, QUADAY AVENUE, & PAGE AVENUE The 78th Street, Quaday Avenue, and Page Avenue improvements were constructed in 1998 and 1999 as part of three residential developments that connected to City sewer and water. Those developments were Prairie Creek, Pheasant Ridge, and Crimson Ponds Additions. The improvements consisted of Quaday Avenue from County Road 42 south to 78th Street, 78th Street from Quaday Avenue west to Page Avenue, and Page Avenue from 78th Street north to 79th Street. These improvements were paid for by a combination of MSA funds, Road Access fees paid on a per lot basis by the developers, and Park Dedication funds for the trails. The Road Access fees were intended to cover approximately 50% of the road construction costs, because that was about the cost of a residential road. The City paid the additional costs because the roads were Collector streets and they were wider than a normal residential road. There is undeveloped land on the south side of 78th Street and the east side of Quaday Avenue. Because of that, both of those improvements show a deficit which will be made up when that land develops and the developers pay road access fees. The current status (12/31/06) of each of these projects is 78th Street (Between Quaday Avenue & Page Avenue) Road Improvement. There is a deficit of $218,373 in this account. This represents approximately half of the cost of the construction of this street. This deficit will be made up when the area on the south side of 78th Street is developed and assessed street access fees. Quaday Avenue (Between County Road 42 & 78th Street) Road Improvement. There is a deficit of $65,772.50 in this account. This represents approximately half of the cost of the construction of this street. This deficit will be made up when the area on the east side of Quaday Avenue is developed and assessed street access fees. 5 Page Avenue (Between 78th Street & 85th Street) Road Improvement. Page Avenue between 79th Street and 85th Street was constructed in summer, 2002 and summer, 2003. 0 1999 OVERLAY STREET IMPROVEMENT BOND The 1999 Overlay Improvement consisted of the milling and overlay of a number of streets in the City of Otsego. Besides street overlays, a small amount of storm sewer work was done on 80th Street. Though begun in 1999, the improvement was not totally completed until 2001, and contractor delays caused a lot of complaints. The improvement was bonded for at the same time as the Sewer & Water improvement, and was included in the same bond issue. Consequently the bond amount of $1,800,000 was based on a cost estimate, and bids came in well under the estimate. The additional funds were transferred to the debt service account for this improvement in 2002. This, along with considerable pre -payment of assessments, allowed the City tax levy contribution to be reduced from initial estimates. The bond length was 10 years. The total cost was $1,425,128.40. 43% of the cost was assessed. The rest is being paid for on a yearly basis as part of the general tax levy. This improvement was assessed in November, 1999 at $1,164.50 per benefiting household unit. The assessment was for 10 years at 6% interest. There were 525-% benefiting household units, including undeveloped acreage. In the rural parts of the improvement, acreage was assessed at one benefiting unit per 40 acres. Property owners were told that if they developed their acreage in the future, they could be assessed for each new lot created. In June, 2003, the bonds maturing in the years 2005-2009 (totaling $925,000) were refunded. The money needed to pay these bonds off came from the 1999 Overlay Debt Service Fund ($480,000) and $460,000 in new bonds issued at a much lower interest rate than the 1999 Bonds. The net present value of the refunding transaction to the City was $37,181. These new bonds will be paid by tax levies and the remaining assessments due. The City levied $45,000 in 2006 and $40,000 in 2007 in taxes for this bond. 7 ODEAN AVENUE IMPROVEMENT 1999-2000 The Odean Avenue Improvement consisted of the reconstruction and widening of a little over two miles of Odean Avenue from County Road 39 south to County Road 37. The city received a grant of over one million, three hundred thousand dollars through the ISTEA(T-2000) federal grant program. This grant, MSA funds, assessments of benefited properties, and Park Dedication funds for the bike trail were the funding sources for the improvement. $82,571.44 of the storm sewer work benefited the Halls Pond Watershed, so it has been accounted for under that watershed. Total Costs: Construction $1,848,933.11 Engineering $ 322,221.46 Easements $ 331,797.00 Appraisals $ 54,370.00 Legal $ 25,314.50 TOTAL $2,582,636.07 Funding Sources: ISTEA Grant $1,343,558.91 MSA Funds $ 848,197.00 Assessments $ 178,500.00 Cap Improvement funds $ 69,809.72 Bike Trail Funds $ 60,000.00 Halls Pond Funds $ 82,571.44 TOTAL $2,582,636.07 This improvement was assessed in July 30, 2001 at $3,500 per benefiting household unit. There were 51 benefiting household units, including undeveloped acreage. In the rural parts of the improvement, acreage was assessed at one benefiting unit per 40 acres. Property owners were told that if they developed their acreage in the future, they could be assessed for each new lot created. The assessment was for 10 years at 6% interest. 8 Of the $178,500 in assessments, $54,000 was initially deferred pending future development. The deferred parcels ($28,000) remaining and their current (12/06) owners are; Contractor Property Development 3 Units DeSoto Associates 2 Units Frank & Melanie Morrisette 2 Units Rex & Karen Osterbauer 1 Unit 0 2001 SLABTOWN IMPROVEMENTS The Slabtown Improvement assessment was one of the most complicated assessments ever done by the City of Otsego. The improvements consisted of sewer, water, storm sewer, and street improvements which were installed by the City of Dayton in 2001. The Public Improvement hearing was held July 31, 2000, and August 8, 2000. The Assessment Hearing was held September 10, 2001 and September 24, 2001. The assessment period is for 20 years, the interest rate is 6%, and the first installment was paid in 2002. These improvements were part of a larger Dayton improvement project which provided sewer and water to the "Old Village" of Dayton, along with street and stormwater improvements, while providing the same improvements to the Slabtown neighborhood, four properties of which were in Otsego. In addition, one of the Otsego properties was in the process of being subdivided into an additional 5 lots, with the final platting of the 5 lots being delayed until the sewer and water were installed. This was part of Otsego's construction of the East Otsego Sewer Plant, of which Dayton contracted to purchase and pay for 20% of the 18t Phase of the plant. Dayton entered into an agreement with the Otsego City Council to assess the City of Otsego for the improvements to the four Otsego properties, and Otsego then assessed the four properties directly. Since Dayton and Otsego's assessment policies were different, this resulted in slightly different amounts being assessed to the Otsego properties. The total assessments were as follows. 1. Clare T. Brauch, PID#118-500-364100, 17950 62nd Lane NE, $22,536.00 2. Earl & Elaine Schulenburg, PID#118-500-364101, 6276 Rawlings Avenue NE, $15,270.00 3. Bruce & Nancy McAlpine, PID#118-500-364401, 6169 Richardson Avenue NE, $19,770.00 4. Rick & Rebecca Grupa, PID#118-500-364400, 6201 Richardson Avenue NE, $86,222.00 101 The breakdown of the assessment was as follows; Street & Storm Sewer $ 9,104 Sewer Trunk $ 2,033 Water Trunk $ 1,538 Sewer Lateral $ 2,380 Water Lateral $ 4,715 Sewer Plant Access Fee $ 2,766 Total $22,536 The Sewer Plant Access fee was not part of Dayton's expenses that was assessed to the City of Otsego, but was the City of Otsego's cost as part of its regular SAC fee. Dayton had paid their SAC fees by paying for 20% of the cost of the construction of the sewer plant. The Otsego City Council offered all four property owners the opportunity to have the SAC fee assessed as part of the improvement assessment. The benefit for the property owners is that they could pay off the fee as part of their assessment. Those property owners who did not agree to this will have to pav the SAC fee in its entirety in the future when they hook up to City sewer. Clare T. Brauch was the only one who agreed to this. That is why her assessment is $2,766 higher than the others. The McAlpines and Schulenburgs did not agree to be assessed since they did not intend to hook up to sewer until some time in the future. The Grupas did not agree since they were intending to subdivide their property in the future. The Schulenburg assessment is lower by $4,500 because they were not charged for % of a street/storm water assessment because their driveway went into County Road 36 rather than the improved city street. The City Council told the Schulenburgs that if they or future property owners ever put a driveway into the improved city street the City could assess them for the street improvement. The Grupa assessment is larger because they received Preliminary Plat approval for five additional lots, so their assessment is spread across six total lots. The Grupa assessments have been paid because the lots were developed. As of 12/07, the only assessments remaining are those belonging to Schulenburgs and McAlpines. 11 2001 IMPROVEMENTS - 88TH STREET STREET, SEWER, WATER, & STORMSEWER The 2001 88`h Street improvements were petitioned for by Christ Lutheran Church. As part of their expansion plans the City required them to be hooked up to City sewer and water. Among other benefiting property owners were the Bank of Elk River and land to the south owned by Mary Rose Dare. The improvements consisted of reconstruction of the existing street, construction of a new street extension, and installation of sewer, water, and storm sewer. The improvement hearing was held August 22, 2000. The total cost was $318,158. The improvement was funded by the City out of cash balance and 100% assessed to benefiting properties. The assessment hearing was held July 30, 2001. The assessment period is for 10 years, with an interest rate of 6% and all costs were 100% assessed. The storm sewer costs ($151,162) were assessed as a storm sewer fee on a cost per acre basis to benefiting developed properties. In April, 2003 the Bank of Elk River paid all of their storm sewer fees and Christ Lutheran Church paid the fees on the developed portion of their property. Undeveloped benefiting properties will pay the storm sewer fee when they develop, as will Christ Lutheran Church on the remainder of their property. Total Costs: Street $ 21,961 Stormwater $151,162 Water $ 46,090 Sewer $ 36,347 Engineering $ 43,625 Easements $ 16,800 Legal $ 2,173 Total $318,158 Funding Sources: Christ Lutheran Church Assessments $ 98,570 Mary Rose Dare Assessments $103,414 Bank of Elk River Assessments $ 19,570 Storm Sewer Fees (Assessed) $ 25,156 Storm Sewer Fees (Deferred) $ 71,448 Total $318,158 12 2001 IMPROVEMENTS - PULTE SEWER & WATER EXTENSIONS, QUADAY AVENUE The 2001 Sewer & Water line extensions were installed by Pulte Homes as part of their development at Highway 101 and County Road 37 known as The Point. The sewer and water lines were extended south of 78th Street in order to serve the Pulte Homes development. Pulte Homes paid 100% of the costs. They were extended past undeveloped properties. When those properties develop in the future, Pulte Homes is due reimbursement of $193,500, minus land acquisition costs. That reimbursement is spelled out in a development agreement signed with Pulte Homes. 13 2002 IMPROVEMENTS - WATERFRONT WEST STREET, SEWER & WATER, AND TRAFFIC LIGHT This improvement was the installation of street (Quaday Avenue north of County Road 39), sewer, water, storm sewer, and a traffic light at the intersection of County Road 39 and County Road 42. These improvements were for the Waterfront West commercial development located at County Roads 39 & 42. These improvements were paid for by the City out of cash balance and then the City reimbursed cash balance from the proceeds of the 2003 Improvement Bond. The costs were guaranteed by the developer, LandCor, Inc., which provided a Letter of Credit of $1,500,000.00. The improvement was 100% petitioned for by LandCor, Inc., which waived all hearings. Construction of the improvements began in summer 2002 and they were finished in summer 2003. The assessments were adopted on November 10, 2003. The interest rate was 7%. Total Costs: Sewer $ 220,699 Water $ 234,034 Street $ 412,527 Storm Sewer $ 211,517 Traffic Light $ 526,125 Engineering $ 278,026 Legal $ 5,422 Other $ 7,185 Total $1,895,535 14 Costs were 100% assessed to benefiting properties. Portions of the assessments were paid up front. Assessments remaining as of 12/07 for the Waterfront Addition are; Lot 1, Block 1. Rockwoods Restaurant $ 50,000 2nd Add, Lot 1, Block 1. Marketplace West $ 77,984 2nd Add, Lot 1, Block 1. Hempl Bldg $ 52,756 3rd Add, Lot 1, Block 1. Medical Bldg $ 28,857 3rd Add, Lot 2, Block 1. Gas Station $ 39,421 3rd Add, Lot 1, Block 2. Denny's Restaurant $ 0 3rd Add, Lot 2, Block 2. Riverview Bank $ 59,211 4`h Add, Lot 1, Block 1. Hotel/Water Park. $165,453 Total $473,682 This is a reduction of $425,892 from 2005's amount. A portion of these assessments are WAC & SAC fees, which are paid to the Water & Sewer Debt Service Fund. 15 2002 IMPROVEMENTS - 85TH STREET EXTENSION STREET, SEWER & WATER This improvement is the extension of 85th Street east from its intersection with County Road 42 (Parrish Avenue). This improvement includes installation of sewer and water, storm sewer, and street reconstruction. The improvement was petitioned for by Today Companies as part of the development of a four lot business park on the south side of 85th Street. The improvement hearing was held October 22, 2001. Construction began in fall, 2002 and was completed in spring, 2003 for a total cost of $380,755. The improvement was paid for out of cash balance. The City later reimbursed cash balance from the proceeds of the 2003 Improvement Bond. The south side of the street, then owned by Today Companies, guaranteed payment of their share of improvement costs with a letter of credit. The north side of the street, then owned by the Kolles Family Trust, was assessed for their share. The assessment hearing was held September 25, 2003. The final assessments were set on November 24, 2003. The terms were 10 years at 4.8% interest. Total Costs: Construction $233,962 Easements $ 86,500 Engineering $ 49,569 Legal $ 8,750 Other $ 1,974 Total $380,755 Funding Sources: Today Assessment $186,500 Kolles Assessment $186,500 MSA Funds $ 7,755 Total $380,755 The deferred Kolles Assessment will he was** reassessed to the Great River Centre commercial development in 2007 as part of the developer's agreement with Terra Development. 16 2002 EAST OTSEGO SEWER PLANT PHASE II EXPANSION The Phase II expansion of the East Otsego Sewer Plant was ordered by Council on October 8, 2001. Construction began in spring 2002 and was completed in summer 2003. The cost of the expansion was $2,514,906. This was funded out of the Water & Sewer Debt Fund. The cost was reimbursed to the Water & Sewer Debt Fund as part of the 2003 Water & Sewer Bond. The bond payments will be paid for by sewer hookup charges paid by users of the system. 2003 IMPROVEMENT BOND The 2003 Improvement Bond borrowed $4,970,000 for the following uses. $2,660,000 Reimbursed the City for the Waterfront West Improvements (2002). Costs on this improvement were 100% assessed. $2,310,000 Funded the 85th Street/Page Avenue Improvement. Costs on this improvement will be paid for by a combination of City tax levies, assessments, and Park & Trail fees. The bond length is 10 years. 17 2003 85TH STREET/PAGE AVENUE IMPROVEMENTS The 85th Street and Page Avenue Improvements began in summer, 2003 and were completed summer, 2004. The improvements consisted of the reconstruction of 85th Street from Page Avenue west to Nashua Avenue, and the reconstruction of Page Avenue from 85th Street north to County Road 39. The improvements were paid for from proceeds from the 2003 Improvement Bond. The bond payments will be paid for by a combination of general tax levies, assessments, and Park Dedication Funds for the bike trails. The improvement hearing was held January 16, 2003. The assessment hearing was held September 25, 2003 and the assessment was set at $4,186.72 per benefited residential parcel. The interest rate was 6% and the term was 10 years. Total Costs: Construction $1,798,902 Engineering $ 355,526 Easements $ 186,374 Other $ 2,631 Legal $ 23,548 TOTAL $2,366,981 Funding Sources: Tax Levies $2,103,678 Assessments $ 183,303 Bike Trail Funds $ 80,000 TOTAL $2,366,981 A total of $2,103,678 is scheduled to be levied on property taxes to pay the non -assessed portion of this improvement. Any remaining balance after the bond is paid off will be transferred to the Capital Improvement Fund. 18 2003 SEWER & WATER REVENUE BOND The 2003 Water & Sewer Revenue Bond borrowed $11,370,000 for the following uses. $2,500,000 reimbursed the City for the East Sewer Plant Phase II Expansion. These costs will be paid for by sewer hookup fees on users who hook into the sewer system. $8,870,000 funded the West Otsego Sewer & Water System construction based on preliminary cost estimates. These costs will be paid for by sewer and water hookup fees on users who hook into the system. The bond length is 20 years. Note: Costs over the preliminary cost estimate for the West Sewer & Water System will be funded by WAC & SAC fees collected from new development in the West Sewer District. 19 2003 WEST OTSEGO SEWER & WATER IMPROVEMENTS The West Otsego Sewer and Water improvements were constructed in 2003, 2004, and 2005, and were financed by the 2003 Water & Sewer Revenue Bond. The bond will be paid by sewer (SAC) and water (WAC) hookup charges paid by users of the sewer and water system. The costs incurred in the planning of these improvements were $136,436. Total construction costs are $8,320,817 for the sewer system and $3,815,303 for the water system. This includes costs for two improvement projects that are funded as follows. Total Costs: Construction $10,571,062 Engineering $ 1,430,424 Easements $ 57,392 Other $ 62,891 Legal $ 14,351 Total $12,136,120 Kurtti Watermain - This trunk water line was installed earlier than planned at the request of Zimmer Farms, Otsego Preserve, and Martin Farms developments for a total cost of $214,845. These developments were paid for this cost by development in the Remington Coves subdivision. Kittredge Crossings - Trunk water and sewer lines were extended through other properties and paid for by Farr Development's Kittredge Crossings at a total cost of $400,262. These lines will also serve properties west of County Road 19, including the "Golden Triangle" area south of I-94. Farr Development will be reimbursed for these costs, minus the $69,350 paid for easements, up to a total of $330,912, once these areas develop and the City receives the SAC and WAC fees from the development. 'OR 2003 PARK CONSTRUCTION The 2003 Park Construction projects consisted of improvements to Prairie Park and the construction of School Knoll Park. These improvements were funded from the Park Development Fund, which consists of park dedication funds paid by the developers of new homes. Construction began in June 2003 and was substantially complete in October, 2003, with additional work done in 2004 and 2005. Total Costs: Prairie Park School Knoll Park Total 2003 & 8.7TH $ 897,446 $ 354,358 $1,251,804 0"BRIAN AVENUE STREET IMPROVEMENT The O'Brian Avenue and 87th Street Improvement was petitioned for by the affected landowners. The Improvement Hearing was held September 4, 2003. Construction began in fall, 2003 and was completed in summer, 2004. The total cost was $150,745 consisting of $128,060 in construction costs and $22,685 in engineering costs. The improvement was 100% funded by assessments. The Assessment Hearing was held August 9, 2004. The improvement was assessed at $6,465 per parcel. The assessment was for 10 years at 6%. 21 2004 MACIVER AVENUE & 70TH STREET IMPROVEMENT The 2004 MacIver Avenue & 70th Street Improvement consisted of the reconstruction and widening of a little over two miles of gravel road (MacIver Avenue) from 80th Street south to County Road 37. A quarter mile of new road (70th Street) was constructed east of MacIver Avenue. The roads are 44 foot wide with curb and gutter and storm sewer. The improvement was funded primarily by Road Access fees paid by area developments. Additional funding was provided by the MSA fund. Construction began in summer of 2004 and was completed in 2005. Total Costs: Street $2,259,611 Trunk Storm Sewer $ 479,161 Water Line Extensions $ 9,183 Sewer Line Extensions $ 8,193 Bike Path Construction $ 125,604 Engineering $ 392,500 Easements $ 65,370 Legal $ 7,286 Other $ 40,000 Total $3,386,908 Funding Sources: ** Road Access Fees $1,537,331 (60%) MSA Funds $1,024,888 (40%) Otsego Creek Fund $ 191,860 Bike Trail Fees $ 146,816 WAC Fees $ 10,434 SAC Fees $ 9,309 Albertville Portion $ 466,270 Total $3,386,908 **Road access fees and other funding sources include their pro - rata share of engineering, easements, legal, and other expenses. 22 2004 IMPROVEMENT BOND The 2004 Improvement Bond borrowed $1,675,000 for the Quaday Avenue Improvement. The bond length is 10 years. The improvement was delayed until 2005 by federal and state review requirements. Bond payments will be made by a combination of a Federal T2000 grant, assessments, stormwater funds, City tax levies and Park & Trail fees. 2004 PARK CONSTRUCTION The 2004 Park Construction projects consisted of some improvements to Prairie Park and the construction of Lily Pond Park. These improvements were funded from the Park Development Fund, which consists of park dedication funds paid by the developers of new homes. Construction began in July 2004 and was finished in October 2005. Landscaping was completed in 2006. Total Costs: Lily Pond Park $452,520 23 2005 QUADAY AVENUE IMPROVEMENT The Quaday Avenue Improvement consisted of the reconstruction and widening of a little over X of mile of gravel road (Quaday Avenue) from 78th Street south to County Road 37. The improvement is partially funded by a Federal T2000 grant the City received. The Improvement Hearing was held April 26, 2004. Due to delays in Federal and State review of the plans, the improvement could not start until summer, 2005. Construction began in the summer of 2005 and was completed in summer, 2006. The Assessment Hearing was held October 30, 2006. The assessment was for 10 years at 6% interest. Total Costs: Street $ 762,488 Water $ 111,941 Sewer $ 117,251 Storm Sewer $ 132,611 Bike Path $ 43,975 Engineering $ 193,514 Easements $ 190,000 Legal $ 19,371 Other $ 33,724 Total $1,604,875 Funding Sources: T2000 Grant $ 530,000 Assessments (Current) $ 186,678 Assessments (Deferred) $ 614,991 Stormwater Fees $ 132,500 Tax Levies $ 91,454 Bike Trail Funds $ 49,252 TOTAL $1,604,875 *Many Assessment costs were traded for free easements. Some Storm Sewer fees were traded for a drainage easement to build the regional storm pond. These are still accounted for as cash in these figures. 24 2005 89TH & PARELL IMPROVEMENT This improvement, the paving of an existing gravel road, was been requested by the residents by petition of a majority of affected property owners. The improvement hearing was held March 28, 2005. Construction began in May 2005 and was complete in June 2005. The assessment hearing was held October 24, 2005. This improvement was 100% assessed. This improvement was financed through the Revolving Capital Improvement Fund, and the assessments received will go back into that fund. Total Costs: Construction Engineering Public Works Costs Total $33,152 $ 8,353 $ 1,617 $43,122 2005 IMPROVEMENT BOND The 2005 Improvement Bond borrowed $3,000,020 to fund the Waterfront East and Mississippi Shores Frontage road improvements. The bond term is 20 years. These costs will be paid for primarily by assessments on benefiting properties. The City portion was paid for by a transfer from the Revolving Capital Improvement Fund. WELLHEAD PROTECTION Wellhead Protection is an unfunded State mandate. The City has spent $35,323 on this mandate as of December 2007. $7,815 was spent in 2007. These expenditures are taken from the Water Fund account. 25 2005 FRONTAGE ROAD IMPROVEMENT MISSISSIPPI SHORES 6TH & 7TH ADDITIONS This improvement consisted of improving the frontage road adjacent to the older businesses along County Road 39 just west of County Road 42. The improvement was petitioned for by some of the property owners and all of the owners signed waivers of assessment. The Improvement Hearing was held November 8, 2004 and January 24, 2005. Construction began in 2005 and was completed in 2006. Initial assessments were made in 2006 in the amounts the property owners had waived. A second assessment hearing of the amounts over what the property owners had waived was held March 12, 2007 and March 26, 2007. This improvement was financed through the 2005 Improvement Bond. The City paid a portion of the costs with the remainder being assessed or paid by fees. The City share was paid from the Revolving Capital Improvement Fund. Total Costs: Street $ 299,239 Storm Sewer $ 128,128 Sewer $ 248,444 Water $ 73,947 Engineering $ 156,239 Legal $ 15,616 Park Ave Improvements $ 106,467 Total $1,028,080 Funding Sources: Assessments $ 635,569 SAC Fees $ 164,867 WAC Fees $ 9,350 Stormwater Funds $ 55,306 Cap Improvement Fund $ 162,988 Total $1,028,080 Lateral costs were assessed to benefiting property owners. Trunk costs are funded from SAC, WAC and Stormwater fees. 26 2005 SEWER & WATER REVENUE BOND The 2005 Water & Sewer Revenue Bond borrowed $10,855,000 to fund the East Otsego Sewer Plant Phase III Expansion. The bond term is 20 years. These costs will be paid for by sewer hookup fees paid by users who hook into the system. 2005 EAST SEWER PLANT PHASE III EXPANSION The Phase III expansion of the East Otsego Sewer Plant was ordered in February 14, 2005. The expansion increased the size of the East Otsego Sewer Plant from 400,000 gallons per day to 1,000,000 gallons per day. Construction began in April, 2005 and was completed in fall, 2006. The cost of the expansion was $10,290,876. This was funded by the 2005 Sewer & Water Revenue Bond. The costs will be paid for by sewer hookup charges paid by users who connect to the system. Total Costs; Construction Engineering Easements/Land Purchase Legal Sludge Hauling Total $ 9,271,516 $ 600,849 $ 339,579 $ 4,442 $ 74,490 $10,290,876 27 2005 IMPROVEMENTS - WATERFRONT EAST PHASE I STREET, SEWER & WATER, AND STORM SEWER This improvement consisted of the installation of street (County Road 39/90th Street extension), sewer, water, streetlights, and storm sewer at the northeast corner of the intersection of County Road 39 and State Highway 101 for the Waterfront East commercial development. All improvements were assessed 100% per developer's agreement. City agreed as a development incentive that assessments would not be filed until Pay 2008. The assessment term is 15 years and the interest rate is 7%. The improvement was 100% petitioned for by the developer, LandCor, Inc., which waived all hearings. Construction of the improvements began in summer 2005 and was completed in 2006. A portion of these assessments are WAC & SAC fees, which will be paid to the Water & Sewer Debt Service Fund. Total Costs: Street $ 208,306 Storm Sewer $ 869,449 Sewer $ 109,793 Water $ 328,776 Engineering $ 222,523 Legal $ 1,979 Easements $ 0 SAC/WAC $ 188,611 Streetscape Enhancements $ 136,178 Total $2,065,615 Waterfront East Phase II improvements are being constructed in 2008 at an estimated cost of $395,779. 28 2006 IMPROVEMENT BONDS The following Bonds were sold in 2006. 1) 2006 SE Otsego Sewer & Water Improvements. This bond was in the amount of $8,875,000 and funded water & sewer improvements for SE Otsego including water tower #3, wells, water line extensions, sewer line extensions, and sewage lift stations. This also included the movement of city water and sewer utilities out of the Highway 101 right-of-way and the extension of sewer forcemain. The bond payments will be made from SAC and WAC fees paid by new development. 2) 2006 Road Improvements. This bond was in the amount of $5,985,000 and funded road improvements including the widening of Parrish Avenue from two lanes to four lanes between County Road 39 and 85`h Street, the improvement of the County Road 39 and Parrish Avenue Intersection and the extension of Queens Avenue north to County Road 37. The bond payments will be made from a combination of assessments, Capital Improvement Funds, and City tax levies. 3) Public Works Building. This bond was in the amount of $3,595,000 and funded the construction of a Public Works building. The bond payments will be made by a combination of tax levies and funds that were set aside in the City Campus account. 29 2006 SE OTSEGO SEWER & WATER IMPROVEMENTS These improvements consist of extending sewer and water infrastructure to SE Otsego including water tower #3, wells, water line extensions, sewer line extensions, and sewage lift stations. These improvements also included the movement of city water and sewer utilities out of the Highway 101 right-of-way and the extension of an additional sewer force main from the Quaday Avenue Lift station to the East Treatment Plant. The improvements were expected to be completed by the end of 2007 but the construction of Water Tower #3 ran into 2008. The improvements were paid for by the 2006 Sewer & Water Bond. Bond payments will be paid from SAC and WAC fees paid for by new development. Total Costs as of 12/07; Water Tower #3 $1,583,000 Well #8 $ 790,000 Sewer $2,554,107 Water $1,047,327 Storm Sewer $ 48,281 Street $ 5,425 Engineering $ 546,110 Easements $ 268,500 Other $ 2,639 Legal $ 3,816 Total $6,849,205 Funding Sources; (Estimated) SAC Fees $3,006,179 Storm Sewer Fund $ 55,580 WAC Fees $3,787,446 Total $6,849,205 NOT NEEDED, HOORAY!! 30 2006 ROAD IMPROVEMENTS PARRISH AVENUE & QUEENS AVENUE These improvements consisted of the widening of Parrish Avenue from two lanes to four lanes between County Road 39 and 85th Street, the improvement of the County Road 39 and Parrish Avenue Intersection and the extension of Queens Avenue north to County Road 37. The improvements were funded by the 2006 Road Improvement Bond and bond payments will be made from a combination of Assessments, Storm Sewer Funds, SAC & WAC Fees, Park & Trail Fees, and City tax levies. Construction began in 2006 and was completed in 2007. PARRISH AVENUE Total Costs: Street $1,593,995 Storm Sewer $ 221,819 Water $ 21,009 Sewer $ 11,200 Bike Trail $ 30,757 Traffic Signals $ 466,431 Engineering $ 292,634 Easements $ 373,691 Other (Trees + Testing) $ 16,932 Legal $ 25,763 Total $3,054,231 Funding Sources: Assessments $2,457,140 Lefebvre Creek Fund $ 195,820 N. Mississippi Fund $ 48,950 WAC Fees $ 23,180 SAC Fees $ 12,360 Bike Trail Funds $ 33,940 Trees $ 5,025 Tax Levies $ 277,816 Total $3,054,231 31 2006 QUEENS AVENUE This improvement consists of the extension of Queens Avenue north to County Road 37 from its previous terminus at 60th Street. The improvement was funded by the 2006 Road Improvement Bond and bond payments will be made from a combination of Assessments, Road Access Fees, Storm Sewer Funds, SAC & WAC Fees, Capital Improvement Funds, and City tax levies. Construction began in 2006 and was completed in 2007. Total Costs: Street $1,571,499 Sewer $ 426,450 Water $ 675,029 Storm $ 219,383 Engineering $ 353,549 Easements $ 142,547 Trail $ 68,526 Other $ 25,123 Legal $ 34,764 Total $3,516,870 Funding Sources; Assessments $ 530,000 Road Access Fees $1,460,000* SAC & WAC Fees $ 858,917 Trail Fees $ 75,413 Stormwater Fees $ 241,431 Duke Infrastructure $ 321,000 Other $ 30,800 Total $3,517,561 *Projected based on future development. 32 2006 IMPROVEMENTS PUBLIC WORKS BUILDING This improvement consisted of the construction of a Public Works building. The building can be easily expanded northward when additional vehicle storage is needed. The improvement was funded by the 2006 EDA Public Works building bond. The bond payments will be made by a combination of tax levies and funds that were set aside in the City Campus account. Total Costs: Building Construction $3,905,129 Land Acquisition $ 902,439 Architect $ 302,907 Salt Storage Facility $ 128,998 Engineering $ 10,551 Utilities $ 9,688 Other $ 18,594 Legal $ 15,178 Total $5,293,484 Funding Sources: City Campus Fund $1,803,224 Tax Levies $3,490,260 Total $5,293,484 33 2006 SEWER & WATER EXTENSION TO I-94 WEST INDUSTRIAL PARK This improvement consists of the extension of sewer and water west from Farr Development's Kittredge Crossings to serve the I- 94 West Industrial park. This improvement was 100% petitioned for by the property owners. The improvement was paid for from the Capital Improvement Fund and was 100% assessed to the benefiting property owners. Some of the assessments were deferred up to three years until the development of the property. Some of the assessments were deferred until the property hooks up to sewer and water. Some of the WAC & SAC fees will go towards reimbursing Farr Development up to $330,912 of their costs to oversize the trunk water and sewer mains installed in the Kittredge Crossings development. Total Costs: Sewer $339,730 Water $212,485 Engineering $ 81,310 Legal $ 3,454 Total $636,979 Funding Sources: Current Assessments 3 Year Deferred Assessments Development Deferred Assessments SAC Fees WAC Fees Total 34 $134,000 $154,213 $233,500 $107,506 $ 17,200 $646,419 2007 IMPROVEMENTS GRENIN'S MISSISSIPPI HILLS SEWER EXTENSION This improvement consists of the extension of sewer service from the Riverwood National Golf Course to serve an area of failing septic systems. The improvement will also serve five vacant lots which are expected to develop in the future. Private entities made contributions as a way of resolving issues with the septic systems. Total Costs: Sewer $113,903 Engineering $ 35,827 Easements $ 8,288* Other $ 764 Legal $ 5,580 Total $164,362 Funding Sources: Assessments $ 16,667 Deferred Assessments $ 91,995 SAC Fees $ 25,700 Private Contributions $ 30,000 Total $164,362 *The easements for this improvement were donated and a cost was assigned. 35 WEST OTSEGO STREET FUND The West Otsego Street Fund consists of street access fees paid per lot by developers for new development to construct their portion of the collector roads needed to serve the new developments. State law does not allow 100% of the cost of collector roads to be assessed to new development as they are considered to provide a partial benefit to the rest of the City. Consequently developers are assessed collector road access fees based on the estimated cost of a local street. The West Street Access fees formerly consist of two separate funds. MacIver Avenue/70th Street Fund consists of those fees collected from development located east of County Road 19 and is intended for the construction/reconstruction of MacIver Avenue and 70th Street. This fund has a balance of Zero as of 12/07 because all funds were dedicated toward the MacIver and 70th Street construction. Future development fees will pay back the Collector Road Fund the amount of $875,327 that was advanced to pay for the MacIver improvement. After that amount is paid back future fees will accumulate in this fund. Kadler Avenue/70th Street Fund consists of those fees collected from development located west of County Road 19 and is intended for the construction/reconstruction of 70th Street and the future reconstruction of Kadler Avenue. This fund has a balance of $523,632 as of 12/07. 36 COLLECTOR ROAD FUND The Collector Road Fund (formerly the MSA Fund) is funded by money Otsego receives on a yearly basis from the State of Minnesota for major road improvements. The amount of those funds is determined by State formula, which is based on population and mileage of City roads. Twenty five percent (25%) of the funds the City receives are designated for road maintenance. The funds designated for road maintenance by the State have gone into the general fund on a yearly basis to help pay for City road maintenance. This fund is intended to be used to finance road improvements on major city roads such as collectors or arterials. The fund will pay the balance of costs for collector or arterial roads that cannot, per State law, be charged to a developer. The fund will occasionally be used to finance collector or arterial roads in advance of receipt of a developer's road access fees. The Collector Road Fund will be paid back when the road access fees are received from development. The current balance in the fund is $765,038 which is an increase of $185,954 from 2006. The Collector Road Fund received $466,270 from City of Albertville for the MacIver Avenue Reimbursement, $1,099 for Delinquent Assessments from closed improvements, and $27,762 in interest in 2007. The expenditures from this fund in 2007 were $299,850 for the City's share of the CSAH 42 Improvement (Super Target) and $9,327 to finance the balance of the MacIver Avenue/70th Street improvement. Expenditures expected from this Fund in 2008 include $158,500 for Kadler Avenue study, and payment of $243,916 for the yearly debt service payment of the 2006 Improvement Bonds. 37 DEVELOPMENT ASSISTANCE The City of Otsego currently has two development assistance agreements, both for tax rebates, with Long Haul Trucking and Apex Warehouse. APEX WAREHOUSE On December 15, 1998, the City of Otsego signed an agreement with Apex Business Center to provide financial assistance as part of the development of Apex Business Center. The total assistance would be 3.75% of the building market value for Pay 2000, which was $1,842,200. This means the total assistance will be $69,082.50. This would be paid from 30% of the City portion of taxes received yearly until such time as the assistance was fully paid. The total amount of taxes paid to the City in 2007 was $19,842.19. 30% of that is $5,967.65. That check, plus the previous payments that are listed below, reduces the total amount of assistance owed to Apex to $18,666.02. Year Payments 2007 $ 5,967.65 2006 $ 5,907.26 2005 $ 5,878.31 2004 $ 6,131.90 2003 $ 7,181.64 2002 $ 8,435.83 2001 $ 5,636.96 2000 $ 5,276.93 Total $50,416.48 LONG HAUL TRUCKING On December 14, 1998, the City of Otsego signed an agreement with Long Haul Trucking, Inc. to provide financial assistance as part of the development of the Otsego Industrial Park. After seven years the agreement was complete and the City had paid Long Haul Trucking $20,824.53. 38 FUTURE IMPROVEMENTS This list of improvements contemplated in the near future (5 years+) is listed below. 75TH STREET EXTENSION FROM CRIMSON PONDS WEST TO ODEAN AVENUE This is scheduled for 2008 and would involve extending the existing road where it ends in the Crimson Ponds subdivision west to Odean Avenue. Costs are estimated at $529,000. FRIENDSHIP ADDITION IMPROVEMENTS This is scheduled for 2008 per developer petition. It involves the extension of sewer and water and construction of a street to serve the SW corner of CSAH 42 and CSAH 39. Costs are estimated at $189,160. QUANTRELLE AVENUE ADJACENT TO HIGHWAY 101 MARKET This would consist of the upgrading of Quantrelle Avenue and the extension of sewer & water, and storm sewer to serve the lots south of Highway 101 Market along with the MRWA lots. This would be less expensive if done in 2008 as part of MNDOT's Highway 101 improvement. Estimated Cost is $253,000. Cost would be 100% Assessed except for the Trunk Water line, which would be paid from Water Funds. 62nd STREET AND QUALE AVENUE This would involve paving the existing gravel road which is needs constant repair because stormwater washes gravel away due to the steepness of the road. This would be paid for by assessments and tax levies. 75th STREET IMPROVEMENT Construct road from Quaday Avenue east to Highway 101 Frontage Road with street, sewer & water, and storm sewer. Estimated Cost: $210,000 Funding Source: Capital Improvement Funds for north side, deferred assessments for south side. 70th STREET EAST OF MACIVER AVENUE This would be an extension from the new road currently being built on 70th Street 1/, mile east of MacIver Avenue. 70th would extended 1/, mile further east. Estimated cost is $225,000. 39 RANDOLPH AVENUE This would be a new major north -south collector road that would run from County Road 36 north to 65"' Street in SE Otsego. The first quarter mile of this road north of CSAH 36 was constructed by Orrin Thompson in 2006. COUNTY ROAD 36 GRADE RAISE Extend sewer and water as part of Wright County's work to raise the grade of the road. Estimated Cost: $235,000 Funding Source: Unknown. 70TH STREET BETWEEN MACIVER AVENUE AND CSAH 19. (Phase II) This project requires the cooperation of the City of Albertville and will be done under an agreement with Albertville. It would consist of widening a two lane rural section road into a four lane divided road with curb and gutter. QUEENS AVENUE REALIGNMENT (COUNTY ROAD 36 NORTH) Upgrade road to urban section with sewer and water. MNDOT will only construct rural section. (Also known as the City Engineer's Pipe Dream.) Estimated Cost: $120,500 Funding Source: Unknown. QUEENS AVENUE SOUTH RECONSTRUCTION Reconstruct Queens Avenue from CSAH 36 north to the City water tower with curb & gutter, sewer, water, and storm sewer. (Known as the City Engineer's Big Pipe Dream). Estimated Cost: $605,000 Funding Source: Unknown. RECONSTRUCTION OF KADLER AVENUE This would involve reconstructing Kadler Avenue to meet City arterial road standards. 40 RESERVE FUNDS (As of DECEMBER 31, 2006) Reserve funds are necessary for financial management for several reasons. Some reserves are for specific projects that are contemplated in the future, some are for assistance with improvement projects that cannot be 100% percent assessed, some are for cash flow purposes, and some are for emergencies. Cash Flow/Budget Reserve The City receives its property tax revenues in July and December. It receives any State aid payments in July and December. Because of this, the City needs to have funds on hand to pay for the first six months of its operations. The City's auditors have recommended that Otsego have a reserve of at least 40-45% of its general yearly budget. The State Auditor has recommended that a budget reserve of 35-50% is proper. Year Cash Flow Reserve % of Budget 2000 $ 644,561 41.2% 2001 $ 710,411 45.0% 2002 $ 791,000 46.2% 2003 $ 945,979 53.8% 2004 $1,004,940 44.6% 2005 $1,027,382 38.3% 2006 $1,001,198 31.3% 2007 $1,100,748 30.8% Water & Sewer Debt Service Fund (East Otsego) The Water & Sewer Debt Service fund contains the Water Access Charges (WAC) and Sewer Access Charges (SAC) paid by the developers and builders of new homes and commercial buildings in the sewer district, as well as the SAC/WAC fees paid by existing homes and buildings that hooked up to City sewer and water. These funds are used to make the payments on the money that the City borrowed to construct the sewer and water system. This fund currently has a balance of $360,380, which is a decrease of $393,225 from 2005. Bond payments remaining that will be paid from this fund total $9,525,000. 41 Water & Sewer Debt Service Fund (West Otsego) The Water & Sewer Debt Service fund contains the Water Access Charges (WAC) and Sewer Access Charges (SAC) paid by the developers and builders of new homes and commercial buildings in the sewer district, as well as the SAC/WAC fees paid by existing homes and buildings that hooked up to City sewer and water. These funds are used to make the payments on the money that the City borrowed to construct the sewer and water system. This fund currently has a balance of $6,593,096. This is a decrease of $800,761 over 2006. Bond payments remaining that will be paid from this fund total $9,715,000. Park Development Fund This fund consists of the Park & Trail fees paid by developers when they plat their land. These fees are used for the purchase of park land, construction of parks, purchasing park equipment, and construction of trails. This fund currently has a balance of $1,224,807 which is a decrease of $60,592 from 2006 due to finishing up the construction of three new parks. Park Tree Fund This fund consists of donations and grants for the purchase of trees for City parks, trails, and boulevards. This fund currently has a balance of $3,346, up $145 from 2006. Park Trail Management Fund This fund was established in 2007 to accumulate funds for regular maintenance of the City's trails. There is $120,193 in the fund. Building Inspection Fund This fund tracks the revenues received from building permits and septic permits on a yearly basis along with the expenditures for the Building Inspection contract. At the end of each year, all surpluses are transferred to other City funds, typically the Revolving Capital Improvement Fund or General Fund, and this fund starts the year with a zero balance. $82,000 has already been transferred to the General Fund budget. $91,538 remains in the fund. Revolving Capital Equipment Fund This fund consists of funds transferred to it from other funds, 42 typically surplus revenues from prior budget years, as well as a designated transfer from the General Fund that's part of the regular budget. This fund is set up to purchase new City equipment either outright or provide a source of yearly payments, so that the purchase of a major piece of equipment does not strain the budget in any one year. The balance in the fund is $366,642, an increase of $15,291 from 2006. Revolving Capital Improvement Fund This fund consists of; cash left over when improvement bonds are closed out, delinquent assessments still coming in on closed bonds, assessments on City financed (non -bonded) improvements, budget surpluses from previous years, and transfers of surplus building permit revenues. This fund is intended to be used to finance smaller City improvements that are not bonded and to finance the portion of City improvements that are not supported by other fund sources such as assessments, MSA funds, and State or Federal grants. The current balance in the fund is $863,741 which is a decrease of $291,913 from 2006. The transfers to this fund in 2007 were $187,758 from the Building Fund, $43,984 in prepaid assessments for Wright County Garage and Mueller Septic, $9,301 in special assessments from I-94 West Industrial Park Improvement, $3,000 from Oliver & Associates for the Grenin's Mississippi Hills improvement, $4,237 from Refunds & Reimbursements, and $47,438 in interest earned. The expenditures from this fund in 2007 were $106,604 for the City's portion of the CSAH 39/CSAR 42 improvement, $42,247 for I- 94/CSAH 37 study, $156,074 for the Grenin's Mississippi Hills Improvement, $60,000 for the LandCor Wild & Scenic River Reimbursement, $14,016 for the Waterfront East/Mississippi Shores costs, and $8,690 for I-94 Industrial Park costs. Estimated uses of the Capital Improvement Fund in 2008 are $37,500 for the yearly debt service payment on the 1999 Street Improvement Bonds, $50,000 for curb work at CSAH 39 & CSAH 42; and $280,000 for the Quantrelle Avenue Improvements. Fire District Funds The Fire Funds consist of the funds assessed each property in the City for fire protection. 2000 was the first year these funds were broken into sub -districts for each fire department the City contracts with. 43 Elk River Fire District - There is a balance of $160,211 in this district, an increase of $54,707 from 2006. The City has purchased land on 85th Street for a future Fire Station. The City was billed $128,503 in 2007 from Elk River for fire protection. Albertville Fire District - There is a balance in this district of $218,002, an increase of $100,181 from 2006. The City was billed $56,440 in 2007 from Albertville for fire protection. The City is accumulating funds for construction of a fire station in this district. Rogers Fire District - There is a balance in this district of $18,730, which is a decrease of $1,169 from 2006. The City was billed $19,895 in 2007 from Rogers for fire protection. Monticello Fire District - There is a balance in this district of $19,491, which is an increase of $5,953 from 2006. The City was billed $22,134 in 2007 from Monticello for fire protection. Watershed Funds The Watershed Funds consist of storm sewer work done by watershed. This work is funded by the storm sewer fees paid by developers and assessments to property owners benefited by storm sewer improvements. The watershed districts are established by the City. North Mississippi Watershed Fund - There is a deficit in this fund of -$302,692. This is a decrease of $244,529 from 2006. There is a deficit because most of the trunk storm sewer facilities in this district have been completed in advance of development. As this area develops further, particularly the Waterfront East, Great River Centre (Super Target) and Waterfront North(?) developments, the fees received from development should bring this fund into balance. Lefebvre Creek Watershed Fund - The balance in this fund is -$141,513, which is a decrease of $223,895 from 2006. The costs were for stormwater improvements associated with the CSAH 42 widening. 44 South Mississippi Watershed Fund - The balance in this fund is $71,668., which is an increase because the fund was zero in 2006. This watershed district mainly covers the area east of Highway 101 and north of 65th Street which will be developed as part of Duke's Gateway Industrial Park. Crow River Watershed Fund - There is no balance in this fund, which has not yet been established. This watershed district mainly covers the area east of Highway 101 and south of 65th Street. Otsego Creek Watershed Fund - The balance in this fund is $847,818. This is a decrease of $676,452 over 2006, due to the Otsego Creek improvement of 2007. Storm sewer fees paid by new development will fund this account. Halls Pond Watershed Fund - There is a deficit in this fund of -$86,407 which is unchanged since 2003. This represents the amount of storm sewer work done on the Odean Avenue Improvement (1999-2000) beyond what was necessary to capture storm water generated by Odean Avenue. It is principally the cost of establishing the Wilson -Berge storm water pond on 85th Street and Odean. It also represents minor improvements made to the Heritage Hills pond in 2003. City Campus Fund A City Campus Fund has been established to account for the money set aside for the purchase of land and the construction of facilities on the City Campus. The Fund currently has a balance of $1,118,154. This is an increase of $2,665,715 from the 2006 balance. This fund was the initial source of funds for the construction of the new Public Works building before the 2006 Bond funds were received. Community Center Fund This fund was established by Council action in 2004 for the future construction of a community center. It consists of funds paid as part of the park & trail fees by developers of new housing units. It also consists of funds obtained from donations, grants, and other sources for the purpose of constructing a community center. The balance in this fund is $960,716 as of December, 2007, an increase of $61,153 from 2006. 45 ITEM 7.7 Memo To: City Council From: Gary Groen & Brad Belair Date: June 18, 2008 Re: Kevin Lamson Kevin Lamson joined the public works team on December 3, 2007. Kevin has been an excellent addition for the City. Kevin is the newly appointed chair of the City's Safety Committee. In addition, he has assisted in the public works department in every phase of the operation and assumed assigned tasks without hesitation. Kevin Lamson has successfully completed his six-month probationary period. Kevin was hired as a maintenance worker II, step I at $19.47 per hour. It is recommended that he be promoted to step II with the pay increase to $20.26 retroactive to his six month anniversary date. 0 Page 1 ITEM 7_2 Memo Ta City Council From Kevin Lamson Date: 6/18/2008 Re: Pheasant Ridge Storm Sewer Repair On June 12, 2008 the public works department made a repair to a 15" plastic storm sewer line in the Pheasant Ridge townhome development. There was a safety concern brought to our attention by Ron Wagner that there was a sink hole in the city's right of way. Locations were called in three days prior to the work being performed as required by gopher state one call. While excavating the area, we exposed three 1" power lines running through the trench that were unmarked. We immediately called for an emergency locate. We were met by a supervising locator and also Wright -Hennepin Cooperative Electric. We were informed that there were two primary electric lines and a phone line that had not been located properly. It became apparent that those lines were the cause of the sink hole. When the contractors installed those services, they tore a four foot section of the plastic storm sewer line. With the heavy rains we have received this spring it finally created enough flow for the pipe to collapse and allow the ground to begin giving way. We were able to expose the broken section of pipe and replace it with a new section where the old piece was tom. We then backfilled the trench and allowed it to settle for a couple of days and then added topsoil to the area. On June 17, 2008 we added new sod to the areas that were disturbed and the job was completed. The public works committee directed that a request for reimbursement be sent to Wright -Hennepin Cooperative Electric. I have prepared a cost estimate for review. Cost List for Pheasant Ridge Repair at 7758 Palisades Ave. Brad for 3 hrs. _ $137.94 Pat for 7 hrs. _ $213.78 Kevin for 10 hrs. _ $269.40 Dirk for 7 hrs. _ $82.88 Steve for 3 hrs. _ $75.03 Rick for 1 hour = $30.54 Brent for 1.5 hrs. _ $37.52 Labor Total = $847.09 Equipment - Backhoe (on site) - 2 hrs @ $36.50/hr. _ $73.00. Backhoe (operating) — 7 hrs @ $60/hr. _ $420.00. One -ton — 3 hrs @ $20/hr. _ $60.00. Equipment Total = $553.00 Materials - Plywood for grass - $197.00 Pipe - $85.00 Couplings - $50.00 Black dirt - $16.00 Sod - $50.00 Materials Total = $398.00 Total Job Cost =$1798.09 ITEM 8-7 NORTHWEST ASSOCIATED CONSULTANTS, INC, 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2581 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 17 June 2008 RE: Otsego — GRC/Otsego Autocare NAC FILE: 176.02 — 08.11 The Planning Commission held a public hearing on 16 June 2008 to consider the applications related to Otsego Autocare. The business owner, Ms. Sue Nelson was present, as was Mr. Tom Brown of Terra General Contractors. There were no comments from the public. The Planning Commission commented that the proposed site and building plans were well done and addresses any potential concerns about the appropriateness of a minor auto repair use at this location. The Planning Commission closed the public hearing and voted 4-0 to recommend approval of the applications. The City Council will consider the applications at their meeting on 23 June 2008 at 6:30 PM. Findings of fact consistent with the recommendations of City staff and the Planning Commission are attached for review. POSSIBLE ACTIONS A. Motion to approve a CUP allowing minor auto repair and the The Shoppes at Great River Centre 2nd Addition final plat subject to the following conditions: Roof -top mechanical units shall be screened as required by Section 20- 16-7.E of the Zoning Ordinance. 2. The landscaping plan shall be revised and subject to City staff approval to: a. Specify lower growing plants at locations in front of first floor windows. b. Specify taller growing plants at locations in below second floor windows. C. Provide overstory or ornamental trees along the north and south property lines. d. Provide additional ornamental trees in the yard between the proposed building and Parrish Avenue. e. Specify installation of in -ground irrigation. 3. All signs shall comply with Section 37 of the Zoning Ordinance and the GRC PUD District. A sign permit is required prior to installation of any signs upon the property. 4. The site plan shall be revised to extend the sidewalk at the front of the building to the north property line to align with the north -south sidewalk to the east of the KleinBank building and a sidewalk (or trail) shall also be provided along the south side of the subject site from the trail on Parrish Avenue to the east lot line, subject to review and approval by City staff. 5. The access at the northeast corner of the subject site shall be subject to review and approval by City staff. 6. The north -south private driveway along the east line of the subject site shall be revised to terminate in a "T" intersection at the southeast access to the subject site. 7. Outside storage of client vehicles shall be limited to only those vehicles that are licensed and in required condition for operation on public streets and no overnight outdoor parking shall be allowed. 8. The overhead vehicle doors to the auto service area of the building shall remain closed except when moving vehicles in/out of the building. 9. There shall be no outdoor sales, display and/or rental of products. 10. The developer shall submit a photometric lighting plan showing the type, location, height and illumination pattern of all exterior light fixtures in compliance with Section 20-16-10 of the Zoning Ordinance, which is to be subject to review and approval of City staff. 11. No storage of trash, automobile parts or tires shall be outside of or over the top of the trash enclosure illustrated on the site and building plans. 12. The developer shall submit an on-site snow storage/removal plan, which is subject to review and approval by City staff. 13. All utilities are subject to review and approval by the City Engineer. 2 14. All grading, drainage and erosion control issues are subject to review and approval by the City Engineer. 15. All drainage and utility easements are subject to review and approval by the City Engineer. 16. The developer shall execute a development contract as required by the Zoning Ordinance and Subdivision Ordinance, subject to review and approval by the City Attorney. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and PUD District. C. Motion to table. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Tom Brown, Terra General Contractors 3 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Terra General Contractors 06-17-08 FINDINGS $ DECISION CUP/FINAL PLAT APPLICATION: Request for approval of a CUP allowing minor auto repair and the The Shoppes at Great River Centre 2nd Addition final plat. CITY COUNCIL MEETING: 23 June 2008 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. B. C. D. E. The legal description of the property is Outlot A, The Shoppes at Great River Centre, City of Otsego, County of Wright, State of Minnesota. The subject site is guided by the Comprehensive Plan for commercial land uses within the east sewer district. The subject site is zoned PUD, Planned Unit Development District in accordance with the ordinance and PUD Development Stage Plan approved by the City Council on 13 March 2006. The applicant is proposing construction of a 6,344 square foot building for a minor auto repair/tire store use; the proposed use is a conditional use in the PUD District subject to the performance standards established by Section 20-77-6.13 of the Zoning Ordinance. Consideration of the application is to be based upon (but not limited to) the criteria set forth by Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The subject site is guided for commercial land uses by the Comprehensive Plan as part of the City's primary retail and service business area at TH 101 and CSAH 3g. A minor auto repair use is consistent with the City's goals for development of businesses in the area that provide service to local and regional patrons. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounding by the following existing/planned land uses and no compatibility issues are anticipated. Direction Land Use Plan Zoning Map Existing Use North Commercial GRC PUD District KleinBank East Commercial GRC PUD District Undevelo ed South Commercial GRC PUD District Linear pond Undeveloped West Commercial A-1 District CSAH 42 Farm/Agriculture 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed use will be required to comply with all applicable requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The Great River Centre is served by existing streets improved to accommodate traffic estimated to be generated by the range of possible uses within the development. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The proposed use is within the City's existing service capacities for the planned commercial area centered at TH 101 and CSAH 39. E. The Planning Report dated 11 June 2008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The two Memorandums dated 11 June 2008 regarding Otsego Autocare and The Shoppes at Great River Centre 2nd Addition prepared by the City Engineer Hakanson Anderson Associates, Inc. are incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 16 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 4-0 vote that the City Council approve the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: Roof -top mechanical units shall be screened as required by Section 20-16-7.E of the Zoning Ordinance. 2. The landscaping plan shall be revised and subject to City staff approval to: a. Specify lower growing plants at locations in front of first floor windows. b. Specify taller growing plants at locations in below second floor windows. C. Provide overstory or ornamental trees along the north and south property lines. d. Provide additional ornamental trees in the yard between the proposed building and Parrish Avenue. e. Specify installation of in -ground irrigation. 3. All signs shall comply with Section 37 of the Zoning Ordinance and the GRC PUD District. A sign permit is required prior to installation of any signs upon the property. 4. The site plan shall be revised to extend the sidewalk at the front of the building to the no rth property line to align with the north -south sidewalk to the east of the KleinBank buildi ng and a sidewalk (or trail) shall also be provided along the south side of the subject site from the trail on Parrish Avenue to the east lot line, subject to review and approval by City staff. 5. The access at the northeast comer of the subject site shall be subject to review and approval by City staff. 6. The north -south private driveway along the east line of the su bject site shall be revised to terminate in a "T" intersection at the southeast access to the subject site. 7. Outside storage of client vehicles shall be limited to only those vehicles that are licensed and in required condition for operation on public streets and no overnight outdoor parking shall be allowed. 8. The overhead vehicle doors to the auto service area of the building shall remain closed except when moving vehicles in/out of the building. 9. There shall be no outdoor sales, display and/or rental of products. 10. The developer shall submit a photometric lighting plan showing the type, location, height and illumination pattern of all exterior light fixtures in compliance with Section 20-16-10 of the Zoning Ordinance, which is to be subject to review and approval of C ity staff. 11. No storage of trash, automobile parts or tires shall be outside of or over the top of the trash enclosure illustrated on the site and building plans. 12. The developer shall submit an on-site snow storage/removal plan, which is subject to review and approval by City staff. 13. All utilities are subject to review and approval by the City Engineer. 14. All grading, drainage and erosion control issues are subject to review and approval by the City Engineer. 15. All drainage and utility easements are subject to review and approval by the City Engineer. 16. The developer shall execute a development contract as required by the Zoning Ordinance and Subdivision Ordinance, subject to review and approval by the City Attorney. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 23rd day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk Hakanson !� 0 Anderson 3601 Thurston Avenue, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 Assoc., Inc. MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Chuch Christian, CP Otsego Partners, LLC Tom Brown, Terra General Contractors Craig Lau, Miller Dunwiddie Architecture Jon Bogart, P.E. Bogart, Pederson & Associates, Inc. Jay Hill, P.E. MFRA Fred Whitnet, IGeinBank Gary Johnson, P.E. Anderson Engineering From: Brent Larson, P.E. Date: June 11, 2008 Re: Otsego Autocare (Lot 1, Block 1 of The Shoppes at Great River Centre 2nd Addition) When considering the Otsego Autocare submittal (dated 5/20/08), the Shoppes at Great River Centre 2nd Addition Development Plans (dated 5/20/08) and KleinBank Grading and Construction Plans (dated 5/1/08) must be referenced since access, storm sewer, water and sanitary sewer services are all dependent on these other developments. We have therefore included comments referencing these plans or plats that may be relevant to the Otsego Autocare submittal. We have reviewed the Architectural & Civil Plan for Otsego Autocare, dated 5/20/08, for the above - referenced project. It is assumed that since this is the first submittal, the plans are to be considered for preliminary and final acceptance and therefore must meet all requirements pertaining to preliminary and final submittals. We have based our review on this assumption and would offer the following comments: An ingress/egress easement shall be placed over all shared roads, sidewalk, and utilities. A minimum 20' wide drainage and utility easement centered over the pipe shall cover all shared utilities. Ingress/egress easements may be provides by separate documentation. Currently the final plat does not provide an easement over the storm sewer within Outlot A, east of Lot 1, Block 1, and has insufficient width along the southern lot line of Outlot A, where the service to Lot 1, Block 1 is proposed to be located. No documentation regarding the ingress/egress easement has been received at this time. C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2500 Otsego Auto rvwl.doc 2. A minimum 20' wide utility easement shall cover the hydrant and watermain leading to the hydrant on Lot 1, Block 1 (Otsego Autocare). Title Sheet All sheets must be signed by the appropriate licensed Architect, Land Surveyor, Engineer, Landscape Architect, etc. 2. Provide a signature line for Ronald J. Wagner, P.E. City Engineer. Architectural Plans (Sheets A101 to A201) 1. No comments. Site Plan & Traffic/Access Issues The northern driveway entrance must be revised. The north entrance to this site and the south entrance to the K1einBank site shall be combined to have a shared entrance aligned with the private driveway extending to Parsons Avenue. The revised site design shall be subject to review and approval by the City Engineer and City Planner. 2. Access to the site is being provided by a shared private driveway to be constructed with The Shoppes at Great River Centre 2nd Addition. The private driveway has two entrances to public streets. One right in/right out entrance off of 87th Street and the second off of Parsons Avenue. 3. The site provides adequate parking spaces and an acceptable parking/drive aisle layout. (20-21-9.1, and 20-21-4.H.9) 4. The please provide dimensions for the driveway entrances to the site. 5. Please provide additional proposed internal signage information. (i.e. a stop sign is required at the site entrances, a "Do not Enter" for the lane north of the building, etc.) 6. The plans lack much of the required existing conditions required in a preliminary plan submittal. Please provide an additional sheet to include the following required items: i. Existing zoning classifications for land in and abutting the subdivision. ii. Total area of the proposed plat. iii. Show location, names, widths of existing streets, buildings, etc. iv. Identified by name and ownership, the adjoining unsubdivided or subdivided land. v. Provide the HWL of the Pond to the south of the site. vi. Statement certifying the environmental condition of the site. Gradine & SWPPP Plans 1. Please label the proposed grades along the curb and gutter and across the bituminous parking lot. We recommend a minimum Hakanson 0.6% along curb and gutter and a minimum 1.0% over bituminous.Anderson C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.Oudook - Assoc., Inc. rvwl .doc 2. Depict the soil boring location(s) with the associated soil boring ID from the geotechnical report. (A geotechnical report has not been provided at this time. It is assumed that the geotechnical report for Great River Centre is to be used for pavement design and site conditions. Please verify. 3. Label the High Water Level elevation (HWL) for the pond to the south of the property. 4. The storm sewer casting types do not agree with approved casting types in the City of Otsego's Engineering manual (NEENAH 3067 or approved equal). Please provide details of the proposed castings and grates. 5. Details of the castings, watertight storm sewer joints, and storm sewer manholes (with the required flexible booted connections for the storm sewer connections) shall be provided. 6. The downstream storm sewer manhole invert does not agree with the proposed invert and grade out of CBMH 100. Utility Plan The Shoppes at Great River Centre plans propose to provide water service to Otsego Autocare by extending the 8" watermain servicing the K1einBank property, south along the proposed access driveway. These plans propose to provide sanitary sewer service to the Otsego Autocare by cutting a wye into the existing sanitary sewer main under the partially constructed Parsons Avenue. It is unclear why the sanitary sewer service is not also extended from K1einBank property along with the water service. 2. The sanitary sewer manhole only has a depth of 5'. Insulation is required over all sanitary sewer or watermain with less than 7.5' of cover. Please label the 8" x 6" reducer at the water service connection. 4. Label the proposed storm sewer invert and watermain top of pipe at the crossing along the east side of the property. 5. The sanitary sewer service elevation at the building does not agree with the downstream pipe grade and invert. Please verify and revise. Landscape Plan 1. The landscaping plans must be signed by a landscape architect. Details 1. Please provide details for the Storm Sewer Castings, Watertight Hakanson Storm Sewer Joints, Storm Sewer Manholes (with the required 1:lil Anderson g g P azYCADocuments and Settin s\TamiTocal Settin s\Tem or Internet Files\Content.Outlook Assoc.,Inc. rvwl .doc flexible booted connections for the storm sewer connections), and Sanitary Sewer Chimney Seal. Stormwater Management 1. The stormwater is to discharge into the downstream storm sewer system installed with The Shoppes at Great River Centre 2nd Addition. The site provides approximately 1.5' of freeboard from the Finished Floor Elevation via overland overflows. The ponding water has an approximately maximum depth of 0.5'. 2. Please provide storm sewer design calculations. Landscaping Plan 1. No comments. Photometric Site Plan Not submitted. Wetlands The wetland delineation for the Great River Centre did not identify any wetlands within the Otsego Autocare boundaries therefore no wetland impacts are anticipated. Environmental A statement certifying the environmental condition of the site shall be submitted. (21-6-2.B.10.) Specifications 1. Please provide construction and grading specifications. Other Considerations 1. It is assumed that the geotechnical report for Great River Centre is to be used for pavement design and site conditions. Please verify. Summary and/or Recommendations We recommend approval contingent on the above comments being addressed. C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.0utlook rvwl .doc Hakanson Anderson Assoc.,inc. Hakanson 13 0 ' Anderson 3601 Thurston Avenue, Anoka, lvrly 55303 Phone: 763/427-5860 Fax: 763/427-0520 Assoc., Inc. MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Chuch Christian, CP Otsego Partners, LLC Tom Brown, Terra General Contractors Craig Lau, Miller Dunwiddie Architecture Jon Bogart, P.E. Bogart, Pederson & Associates, Inc. Jay Hill, P.E. MFRA Fred Whitnet, 10einBank Gary Johnson, P.E. Anderson Engineering From: Brent Larson, P.E. Date: June 11, 2008 Re: The Shoppes at Great River Centre 2nd Addition We have reviewed the Final Development Plans for The Shoppes at Great River Center 2ad Addition, dated 5/20/08, for the above -referenced project. It is assumed that since this is the first submittal, the plans are to be considered for preliminary and final acceptance and therefore must meet all requirements pertaining to preliminary and final submittals. We have based our review on this assumption and would offer the following comments: Final Plat 1. An ingress/egress easement shall be placed over all shared roads, sidewalk, and utilities. A minimum 20' wide drainage and utility easement centered over the pipe shall cover all shared utilities. Ingress/egress easements may be provides by separate documentation. Currently the final plat does not provide an easement over the storm sewer within Outlot A, east of Lot 1, Block 1, and has insufficient width along the southern lot line of Outlot A, where the service to Lot 1, Block 1 is proposed to be located. No documentation regarding the ingress/egress easement has been received at this time. 2. A minimum 20' wide utility easement shall cover the hydrant and watermain leading to the hydrant on Lot 1, Block 1 (Otsego Autocare). 3. Some of the text in the legal description cannot be read. C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.0utlook\09RYFWAZ\ot2500 Shoppes at GRC 2nd Addition rvwl (2).doc Title Sheet 1. Provide a signature line for Ronald J. Wagner, P.E. City Engineer. 2. Provide a contact name and number for the developer CP Otsego Partners, LLC. 3. The sheet index is missing the Final Plat, Sheet C6.02, and Sheet C7.02. Existing Conditions 1. Label the High Water Level elevation (HWL) for the pond to the south. Site Plan & Traffic/Access Issues The northern driveway entrance must be revised. The north entrance to this site and the south entrance to the K1einBank site shall be combined to have a shared entrance aligned with the private driveway extending to Parsons Avenue. The revised site design shall be subject to review and approval by the City Engineer and City Planner. 2. Please provide additional proposed internal signage information. 3. Please clearly depict the limits of construction. 4. It would be helpful to depict the proposed utilities on the Otsego Autocare property. 5. Please label the Finish Floor Elevation (FFE) for the Otsego Autocare building. Grading & SWPPP Plans 1. Some of the text cannot be read. (i.e. Street grades, radii, inverts, contour labels) 2. Please clearly depict the limits of construction (all sheets). 3. Label the High Water Level elevation (HWL) for the pond to the south of the property. 4. It is unclear where the stormwater running off the temporary access road connecting to Parsons Avenue is supposed to drain. We suggest providing temporary bituminous curb along the access road to direct the runoff into the storm sewer system. Sanitary Sewer and Watermain Plan and Profile 1. The plans propose to provide water service to Otsego Autocare by extending the 8" watermain servicing the KleinBank property, south along the proposed access driveway. These plans propose to provide sanitary sewer service to the Otsego Autocare by cutting a wye into the existing sanitary sewer main under the partially constructed Parsons Avenue. It is unclear why the sanitary sewer service is not also extended from H k K1einBank property along with the water service. d dn50r1 Anderson C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.0utlook � Assoc J nc. GRC 2nd Addition rvwl (2).doc 2. Please label the 8"gate valves south and west of the 8" Tee. 3. We recommend making the storm sewer a lighter background color on the sanitary sewer and watermain plans. 4. The utility notes are unreadable. 5. Sheet C6.02, depict the 24" storm sewer at approximate station 10+80 and the 36" storm sewer at Parsons Avenue in the profile. There appears to be a possible conflict between the 24" storm sewer and the sanitary sewer service. Insulation appears to be required between the 36" storm sewer and sanitary sewer crossing. A minimum 12" of vertical separation with insulation or 24" of vertical separation without insulation is required. 6. A sanitary sewer manholes is required every 400'. A manhole is required at station 12+00. 7. The sanitary sewer near station 12+00 has a depth of only 5'. Insulation is required over all sanitary sewer or watermain with less than 7.5' of cover. 8. Label the proposed storm sewer invert and watermain top of pipe at the crossing along the east side of the property. 9. A minimum 20' wide easement centered over the sanitary sewer pipe along the south line of Outlot A is required. Street and Storm Sewer Plan and Profile Sheet C7.01, depict the 6" sanitary sewer service crossing at approximate station 4+00. There appears to be a conflict. 2. Sheet C7.01, the storm sewer does not account for 0.8 diameter points fall when changing pipe sizes. Please revise the N invert at CBMH 101, the W and S inverts at CBMH 102, and E invert at CBMH 103. 3. Sheet C7.01, vertical curves are required the algebraic difference (A.D.) is greater than 1. Provide vertical curves at stations 1+65 and 3+60. 4. Sheet C7.02, provide a vertical curve at station 6+50. Sheet C7.02, we suggest providing temporary bituminous curb along the temporary access road. 6. Sheet C7.02, the concrete valley gutter at Parsons Avenue shall be per the City of Otsego Standard Detail # 702. Hakanson Anderson C:\Documents and SettingsUamiTocal SettingsUemporary Internet Files\Content.Outlook A55OCaInc• GRC 2nd Addition rvwl (2).doc Details The concrete valley gutter at Parsons Avenue shall be per the City of Otsego Standard Detail # 702. 2. Some of the details cannot be read. Stormwater Management The stormwater runoff discharges to the pond south of Outlot A which has been designed to handle the runoff from a fully developed site. 2. Please provide storm sewer design calculations. Photometric Site Plan Not submitted. Wetlands 1. The wetland delineation for the Great River Centre did not identify any wetlands within the Otsego Autocare boundaries therefore no wetland impacts are anticipated. Environmental A statement certifying the environmental condition of the site shall be submitted. (21-6-2.B.10.) Specifications Please provide construction and grading specifications. Other Considerations It is assumed that the geotechnical report for Great River Centre is to be used for pavement design and site conditions. Please verify. Summary and/or Recommendations We recommend approval contingent on the above comments being addressed. C Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.Outlook GRC 2nd Addition rvwl (2).doc Hakanson I-illAnderson Assoc,inc. ITEM g_., RESOLUTION NO. 2008-40 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Improvement Project No. 08-11, Quantrelle Avenue Sanitary Sewer and Watermain Extension. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated June 17, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk 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, shall state that bids will be opened at 10:00 a.m. on July 16, 2008, 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 23rd day of June, 2008. Motioned By: Seconded By: All in Favor: Those Opposed: Lary Fournier, Mayor Judy Hudson, Clerk of WesAccepPlansOrdAds QUANTRELLE AVENUE SANITARY SEWER AND WATERMAIN EXTENSION CONSTRUCTION PLANS FOR, SANITARY SEWER, WATERMAIN, LIFT STATION AND MISCELLANEOUS CONSTRUCTION CITY OF OTSEGO PROJECT NO. 08-11 S 1`e ��as�va isssOilOsesa�isses ,�ses�e:�eeseAe e�1111. '� id00se_s_ 00_�wvNEe_ 0vv■O��►O�Ods� 0 Sa ■� � `�� 1 i �. s asst d:aes � G �o�d1►�a�sss0e�e� ® ■��, a ��,�=� is _ ��e e�isaoesd �1 s s .,vee � 0► Hakanson FE -122a ArKWmon Amm.,Ini. CMI Engineers and Land Surveyors 3601 Thurston Am.. Anoka, Minnesota 66303 763-427-5660 FAX 763-427-0520 THESUBSURFACE UTILITY INFORMATION IN THIS PIAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF D sm loco CI/ASCE 36-2, ENTITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND savE HFEET DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. SEE SPECIFICATION& W61W COUNTY, MINNESOTA SURVEYOR: HAXA MO N A NDMM A880DATES, 1*0. Sem THURSTOIN AVENUE BENCHMARKS: 866.59 - THN O EAST BIDE OF QUANTRELLE — IST HYDRANT SOUTH OF 9OTH STREET 867.34 - TNN O NORTH ENTRANCE TO "101 MARKEY' DATUM: HAVD 88 (FOR QUANTRELLE CONSTRUCTION AREA) GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. ALL FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. SHEETINDEX THIS PLAN CONTAINS 10 SHEETS SHEET NO. DESCRIPTION TITLE SHEET 2 ESTIMATED QUANTITIES AND CONSTRUCTION NOTES 3 TYPICAL SECTION AND SANITARY SLYER DETAILS 4 SANITARY SEWER DETAILS S WATERMAIN DETAILS 6 WATERMAIN DETAILS 7 EROSION CONTROL DETAILS B SANITARY SEWER AND WATERMAIN PLAN 9 UFTSTATION — SITE PLAN AND PLAN VIEW 10 LIFT STATION — PROFILE VIEW hereby o•r8fy that this plan, spealfieo8on, or mport was Prepared f m• or under dbeof • on and Rwt I am a duly Licensed 'ofp;9kw=" • ow of theSfole of Minnesota,./ -26052 DATE6 // //NIA.E.UC.NO. /1KA_ ,INC. 26908 DAT J7 E. LIC. NO. ASSOCIATES. INC. OT364 NOTES, 1. ALL EXCAVATION SHALL BE INCLUDED FOR PAYMENTAS COMMON EXCAVATION AND INCLUDES PAVEMENT REMOVAL AT TERMINI OF PROPOSED CONSTRUCTION. 2. DEWATERING SHALL BE INCIDENTAL TO SANITARY SEWER PIPE. 3. WYES AND BENDS SHALL BE INCIDENTAL TO SERVICE PIPE W. CONSTRUCTION AND SOILS NOTES WHENEVER THE WORD 'INCIDENTAL' IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE PAVEMENT SECTION, I.E., THE BOTTOM OF THE CLASS S AGGREGATE BASE. WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPIACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING DESIGN, WHICHEVER IS DEEPER; THEN AT A IV20H TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH SPECIFICATION 2105.31). SELECTED GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILTS, DEBRIS, ORGANIC MATERIAL, AND OTHER UNSTABLE MATERIAL STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND (MUSE AS SLOPE DRESSING. UNLESS OTHERWISE RECOMMENDED IN THESE PIANS, THE GRADING SUW4UDE SHALL BE CONSTRUCTED OF SELECTED GRADING MATERIAL. OBTAIN COMPACTION OF THE GRADING PORTIONS OF THE CONSTRUCTION IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD" REQUIREMENTS. BITUMNOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE WITH Mn/DOT SPEC. 2104.3. t."MT REVISION nrwN a.n7 ms niN ps,. aYamivaann. x .ids A B>•■ SHEET I JJM Hakanson Anderson Assoc., Inc. crrr °F ESTIMATED QUANTITIES AND y a w'.Iw Ute'~ uner ka me CNR EngInaara and Land Surveyors 3501 Thurston Aw.. Anoka. Minnesota s53o3 CONSTRUCTION NOTES ®R 765-427-4860 FAX 763—t27-0520 CITY OF OTSEGO, MINNESOTA DIE 1 O Gala I No. 26808._ BCW rWM.nakaneon—andenon.asm 770T GRBAT 87FX8 7G1D GROUT BOTTOM I SLOPE TOWARD PIPE AS SHOWN BY ARROWS SANITARY SEWER STANDARD MANHOLE No SCALE gum BERM `14. ' 14.4' 0.04 2.0% -4_O.L \ — \ --J,4 PROVIDE MINIMUM 9" TOPSOIL —I 1' I -r 8618 CkC 8618 Cilli ....I 1' \ AND TURF ESTABLISHMENT `� ` WI INSERT K PROVIDE MINIMUM 9" TOPSOIL GRRADNG MATERIWITH AL BACKFILL WITH SUITABLE AND NRF ESTABLISHMENT GRADING MATERIAL TYPICAL STREET SECTION NO 19 BY Mn/OOT CONTRACTOR OUANTRELLE AVENUE STA 6+00.00 TO STA 17+12.07 G,-4.5" TYPE SP 12.4 WEARING COURSE MIXTURE (SPWES440E) THE UPPER 12" MEETING SELECT OWING MATERIAL AND THE S" AGGREGATE BASE (CV) CLASS 5 REMAINDER MEETINO SUITABLE GRADING MATERIAL 12" SUSCUT. BACKFILL WITH SELECT GRADING MATERIAL INSERT K LOCKING RINGS 5/B" ---i I I NO. 3 DEFORMED STEEL ROD MANHOLE STEP NTS SECTION A -A u 'i Hakanson Anderson Assoc., Inc.L �� TYPICAL SECTIONS AND 3 V �0�11iY a 6o saa.wOw„�ea Ne Clvil Engineers oM land Surnyon SANITARY SEWER DETAILS or 3601 Thurston An. Moka, Ninnwota 55303 ® 763-427-5660 FAX 763-427-0520 CITY OF OTSEGO, MINNESOTA 10 3 Oato Lto. No. BOW rw .hakanson—andsnon.eom B sxsns GT361 I FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE SECTION A -A CASTING AS INDICATED ON PLANS OR SCHEDULE 2' THICK CONCRETE ADJUSTING RINGS MINIMUM (2) GROUT BETWEEN ADJUSTING RINGS AND AND MAXIMUM (4) CASTING CHIMNEY SEAL (SEE STANDARD PLATE M0. 308 OR 310) SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE PRECAST c ECCENTRIC I ALL OTSEGO SANITARY MANHOLES "P ER SECTION �i MOISTURE PROOF BOTH SIDES POSITION OPENIKi CONSEAL CS -45 OR APPROVED ,' STEPS ON EQUAL STREAM SIDE APPROVED STEPS PER MN/DOT PLATE NO. 4180 J DONOT COAT RUBBER WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS. JOINTS CASKETS BOOTS.OF 3 SHALL BE CONSTRUCTED WITH s• CONFINED O-RING GASKETS. RUBBER WATERPROOF GASKETS REQUIRED FOR .. PIPE INSERTS �= A A MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO s OUTLET CONCRETE SUB 6' BASE OR INTEGRAL BASE FOR ALL MANHOLES LESS THAN 14 FT. GROUT FLOW LINE DEEP INCREASE BASE 2" PER 6 FT. SANITARY SEWER STANDARD MANHOLE No SCALE gum BERM `14. ' 14.4' 0.04 2.0% -4_O.L \ — \ --J,4 PROVIDE MINIMUM 9" TOPSOIL —I 1' I -r 8618 CkC 8618 Cilli ....I 1' \ AND TURF ESTABLISHMENT `� ` WI INSERT K PROVIDE MINIMUM 9" TOPSOIL GRRADNG MATERIWITH AL BACKFILL WITH SUITABLE AND NRF ESTABLISHMENT GRADING MATERIAL TYPICAL STREET SECTION NO 19 BY Mn/OOT CONTRACTOR OUANTRELLE AVENUE STA 6+00.00 TO STA 17+12.07 G,-4.5" TYPE SP 12.4 WEARING COURSE MIXTURE (SPWES440E) THE UPPER 12" MEETING SELECT OWING MATERIAL AND THE S" AGGREGATE BASE (CV) CLASS 5 REMAINDER MEETINO SUITABLE GRADING MATERIAL 12" SUSCUT. BACKFILL WITH SELECT GRADING MATERIAL INSERT K LOCKING RINGS 5/B" ---i I I NO. 3 DEFORMED STEEL ROD MANHOLE STEP NTS SECTION A -A u 'i Hakanson Anderson Assoc., Inc.L �� TYPICAL SECTIONS AND 3 V �0�11iY a 6o saa.wOw„�ea Ne Clvil Engineers oM land Surnyon SANITARY SEWER DETAILS or 3601 Thurston An. Moka, Ninnwota 55303 ® 763-427-5660 FAX 763-427-0520 CITY OF OTSEGO, MINNESOTA 10 3 Oato Lto. No. BOW rw .hakanson—andsnon.eom B sxsns GT361 TREA05 3/18• 3 8' 7 8' [Smm) HIGH -\ f O 8W 1 4' 22..9" gEE v E Q (2) L.I. UFT HANDLES CROWN SEE SELF -SEAL IN :+ 312mm[2Smm ppp0_, 3 4' t/s• E ° ° c °�B ® �� 2' [5.1mm HIGH 19mm •o [1m) /4• [6mm] smpm6 0= =e pm®e peps° ONO E ^ /4• [amm) S 6• °Amp®p pmpepe 10mm 9�1 0 -0 ppm@®p MACH. GROOVE IN UD SEAT p=p=p=®�pmp�p=p FOR 1/4' f6mm] DIA. 1 3 11- SURE 8' PRfN SURFACE DESIGN SANITARY SEWER 30mm tial U®p UmpmU®p®popeg (3) STACKING LUGS DUR011ETER NO SCALE 6@�B�p=p=pm0p� M p®pep p.uepe a 120' APART `ti E SELF—SEAL DETAIL NOTE: u0p�pm p� '�L NO SCALE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC). 1 p=F p� m6 M A T E RIAL• CAST GRAY IRON ASTM A-48, CLASS 358 • .0 U. i1NI5X: No PAINT WEIGHT: 1220 SECTION B—B Q NO SCALE RUBBER SLEEVE STAINLESS STEEL EXPANSION BANDS PRECAST CONCRETE ADJUSTING RINGS OR BRICK CHIMNEY RUBBER EXTENSI FRAME AND COVER I CHIMNEY HEIGHT 3" MINIMUM PRECAST MANHOLE CONE NOTES: 1. THE RUBBER SLEEVE IS AVAILABLE IN BOTH STANDARD, A &5 WIDE DOUBLE PLEATED, OR WIDE, A 10" WIDE TRIPLE PLEATED, CROSS SECTION. THE SAME EXPANSION BANDS AND EXTENTIONS ARE USED ON BOTH. 2. SEE CHIMNEY HEIGHT TABLE FOR SEAL AND EXTENSION COMBINATIONS NEEDED TO SPAN FROM THE FRAME TO THE TOP OF THE CONE ON MANHOLES WITH VARIOUS CHIMNEY HEIGHTS FRAME OFFSETS OR DIAMETER DIFFERENTIALS WILL REDUCE THESE SPAN HEIGHTS 3. THE TOP OF THE CONE MUST HAVE A MINIMUM 3" HIGH VERTICAL SURFACE THAT IS SMOOTH AND FREE OF ANY FORM OFFSETS OR EXCESSIVE HONEYCOMB. IF A 3" HIGH VERTICAL SURFACE IS NOT AVAILABLE DUE TO THE EXISTING CONFIGURATION OF THE EXISTING MANHOLE GONE. ONE MAY BE CREATED USING A GONE DISK FORM AND A NON SHRINK PATCHING MORTAR. PUNS FOR A FORM DISK CONE ARE AVAILABLE FROM CRETEX SPECIALTY PRODUCTS. CHIMNEY HEIGHT TABLE COMBINATIONS OFTO SPAN HEIGHT OF EXTENSIONS SEALS SEALS AND / STANDARD SEAL W / WIDE SEAL SEAL ONLY 0"-4.5" 2"-7.5" SEAL + 7" EXTENSION OVER 4.5"-10.5 OVER 7A"-13.5" SEAL + 10" EXTENSION OVER 10.5"-13" OVER 13.5"-16" SEAL + MULT. EXTENSION OVER 13" OVER 15" ADD 8" OF COVERAGE FOR EACH ADDITIONAL Y' EXTENSION ADD 6S" OF COVERAGE FOR EACH ADDITIONAL 10" EXTENSION SECTIONAL VIEW OF CHIMNEY SEAL NO SCALE s i INFI-SHIELD — EXTERNAL SEAL •:A. Z� NOTHME T ADJUSTMENT RINGS AND FRAME SHALL BE SEALED WITH AN IDITERNAL RUBBER SEALING SLEEVE AS MANUFACTURED BY INFI-SH[LD'' OR APPROVED EQUAL 2. THE SEAL SHALL BE MADE OF EPDM RUBBER WITH A MINIMUM THICKNESS OF 60 MILS AND SEALED WITH A NON -HARDENING BUTYL RUBBER MASTIC. INFI—SHIELD EXTERNAL SEAL (PREFERRED) NO SCALE A '� Hakanson Anderson Assoc., Inc. elm Ernd Land Surv6 L 5601 Thumlon A8. Anoka, 3-62.% 85303 763-427-5680 FAX 783-427-0520 N vvv.NaNm+ron-enNlron.ean PLUG 6 LF SDR 25 NM PIPE SIZE AS SH ON PLANS SDR 26 45• BEND AT PROPERTY LINE SDR 26 45* BEND WITH WYE ONLY SDR 26 PVC PIPE SIZE AS ON PIANS TEE OR WYE BRANCH ON SANITARY SEWER MAIN CONCRETE ENCASEMENT I MAIN UNE 8' MINIMUM THICKNESS VARIES STEEL POST MN 4' ABOVE GROUND PLAN NARK WITH GREEN PAINT m COMPACTED BACKFILL SDR 26 PVC PIPE SIZE AND SCHEDULE AS SHOWN ON PLANS 1/4'MN. '•'r.'.:.�. INVERT 10' FROM FWSHO GROUND ELEVATION AT PROPERTY UNE TEE OR WYE SERVICE CONNECTION ENCASE IN CONCRETE MINIMUM 6• THICK SANITARY MAIN SIZE VARIES SHALLOW SANITARY MAIN SERVICE CONNECTION NO SCALE SANITARY SEWER DETAILS X-a CITY OF OTSEGO• MINNESOTA ADJUST TO FINISHED FINISHED GROUND AS SPECIFIED GRADE HYDRANT LOCATOR ROD S FT LENGTH RED/WHITE WITH SPRING MOUNT PROVIDE W FINISHED ROD E PROVIDE EXTENSION ROD TO 12" BELOW FINISHED GRADE 12' 80.0W FINISHED GRADE VALVE BOX ASSEMBLY Ft BASE, VALVE k BLOCKS 2 1/2' HOSE CONNECTION •� TO BE WRAPPED WITH 4 1/Y PUMPER CONNECTION 2 LAYERS OF 4 MIL PLASTIC 2 REACTION STUB 6.0 FT MIN g BACKING DIP WATERMAIN. 2 SOLID CONCRETE BLOCKS PLUG SIZE VARIES NW 4. THICK NM 8'X12' DIP TEE TIE VALVE BACK VALVE LOCATION ON PROPERTY + LINE WHERE POSSIBLE OR IN = i•I BOULEVARD. MIN. 2 FEET FROM WALK OR CURB SOUR CONCRETE BLOCKS MIN 4• THICK MIN e• x 1r � NOTES:- 1. 2z• BREAKOFF SECTION GREATER THAN 2" SERVICES 2. LEFT HAND OPERATING NUT NOMINAL GROUND 3. PAINT BARREL SECTION WATER SERVICE DETAIL UNE RED TO GRADE TYPICAL RESILIENT WEDGE T 4. DRAIN HOLM ABOVE NORMAL NO SCALE VALVE & BOX INSTALLATION BE e J/e• DRAM MOLES BELOWW NORMAL i WATER TABLE To LU PLUGGED. 10" & UNDER WATERMAIN HRANTS WITH PLUGGED DRAIN NO SCALE STANDPIPE A�YDALL STRIP. BE TAGGED WITH �g BOTTOM S b O O R $ PACER TRAFFIC FLANGE HYDRANT (OR APPROVED EQUAL) i NO SCALE DATE I a ;s.�^^- r-; „: Jim Hakanson Anderson Assoc., Inc. ' X-0— OT39. a ." � CND Enol ana was BMn at. WATERMAIN DETAILS,,TAMr.NOn Aw.. AnOYe, wnm.eta 55303 T63-427—SBeO FAX 763-427-0520 CITY OF OTSEGO, MINNESOTADON Ue. No. BCW wn+.KOkmwn—ananwn.eem L UNDISTURBED SOIL P N AT 90' END PLAN AT 11 1/4* TO 45' BEND 6" MIN N D/. NOT LESS THAN 6* NOT UPS THAN SECTION AT 90' BEND SECTION AT 11 1/4' TO 45' BEND5 COVER FITTING EN IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER F TO POURING UNDISTURBED SOIL— PLAN 'A' NOT LE55` THAN v SECTION 'A' 2500PSI CONCRETE 28 DAY STRENGTH ROD TO FINISHED 12" BELOW FINISHED GRADE D jGRAD`E0 TI VALVE LOCATION ALT VALVE LOCATION D/2 r U TVMOT ANV BACK OF CURB -SECTION 'AA' PLAN 'AA' REACTION BACKING NTS PROVIDE EXTENSION SON ROD TO FINISHED 12" BELOW FINISHED GRADE jGRAD`E0 TI VALVE LOCATION ALT VALVE LOCATION r BACK OF CURB VALVE LOCATION AL 18" FROM BACK CURB Y—O Is' MINIMUM SEPARATION FR-f STORM SEWER WATERMAIN H ANT DRAIN 18' MINIMUM SEPARATION FROM SANITARY SEVER ,VfIKhEb U=7as — MYMWT uVissn PACER TMRM W APPRM OOUAt —STAKED ELEVATION FOR I SETTING 8' BURY HYDRANT DRAINS BELOW WATER TABLE TO BEPLUGGED AND THE HYDRANT TAGGED MIN. 2 LAYERS OF PLASTIC 4 MIL MIN. THICKNESS -CRUSHED ROCK I CU. YD. CAST IN—PLACE CONCRETE THRUST BLOCK a, BASE —PIPE SECTION FOR GATE VALVE TO HYDRANT MUST BE LEVEL TRANSITIONS FROM MAIN LINE DEPTH TO W HYDRANT BURY Y DEPTH MUST OCCUR BETWEEN MAIN LINE AND GATE VALVE BENDS MAYBE USED IF NECESSARY—MAX SEND IS 11-1/4' HYDRANT AND VALVE INSTALLATION NTS Hakanson Anderson Assoc., Inc. Engin and Lonsl Surveyom CMI m _r 3601 Thurston Ave., Anoka Minnesaft 55303 763-427-5860 FAX 7i3-427-0520 wwM.hokan WATERMAIN DETAILS CITY OF OTSEGO, MINNESOTA I 6 './ 10 RIPRAP FILTER BLA KE(m SEC. B—B B 1� SD —I EE USE EODn. D FIMPPEAARON UN. CSM SSID. Pl. 3I10 FOR EOUN. D) . � I. r 1.0' � RIPRM GRANULAR FILTER BLANKET 0 SEC A- A 0) m FOR PIPES GREATER THAN OR EQUAL TO 48'". USE 2.0' 0 THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE FABRIC. SPEC. 3601 FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE PLANS. THE FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET. ® QUANTITIES AS PER MnDOT STANDARD PLATE RIP—RAP AT R.C.P. OUTLET NO SONP I � FILL rl 1 6" 2' DEEP PETffTRAT10N MINIMUM 2 STAKES PER BALE STRAW HAY BALE BARRIER PLACEMENT NO SCALE TYPICAL CONSTRUCTION SEQUENCE FOR SILT -SAVER FRAME @ FILTER 1. EXCAVATE APPROXIMATELY 4' TO 8' BELOW THE TOP OF THE INLET STRUCTURE 2. PLACE THE FRAME ONTO THE INLET STRUCTURE. ENSURING PROPER SEATING OF FRAME TO STRUCTURE 3. SLIDE THE FILTER OVER THE FRAME 4. FILL THE FILTER POCKETS WITH SOIL. /57 GRAVEL OR EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS NOT REQUIRED TO COMPLETE WALLATKXN: HOWEVER. BACK FILLING MAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE SILT—SAVER ND SCALE NON -WOVEN MIN. 2 t/2' FILTER COVER HARD SURFACE PUBUC ROAD ROVEDByY SNAKE BAG EADGROU ENGINFFft. }} DENSITY POLHYEOF FRAME 000 �TM6FILL BASE OF FRAME 0 Q�� FENCE 6" MINIMUM SHAPED 4 SEED TO MATERIAL FR INLET TOP DROP INLET WITH CRATE TYPE (MONO -MONO FABRIC) BAG RI WITH 1.5' CLEAN ROC 'SEWER ROCK' SIM: VIEW TYPICAL CONSTRUCTION SEQUENCE FOR SILT -SAVER FRAME @ FILTER 1. EXCAVATE APPROXIMATELY 4' TO 8' BELOW THE TOP OF THE INLET STRUCTURE 2. PLACE THE FRAME ONTO THE INLET STRUCTURE. ENSURING PROPER SEATING OF FRAME TO STRUCTURE 3. SLIDE THE FILTER OVER THE FRAME 4. FILL THE FILTER POCKETS WITH SOIL. /57 GRAVEL OR EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS NOT REQUIRED TO COMPLETE WALLATKXN: HOWEVER. BACK FILLING MAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE SILT—SAVER ND SCALE 5' POSTS — 6' MAX ON CENTER MBOMLAE 2' PENETRATION REF. MnDOT 3888 SILT FENCE NO SCALE 1"-2" WASHED ROCK AN ADDITIONAL 18" OF GEOTE XTILE IS WRAPPED AROUND THE WO 2" X 4" AND STAPLED. GEOTEXTILE SIZE SHALL BE 6" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTEXTILE UNDER INLET COVER. a) 21 O MdWIN 6PNID WILR WOTI tmN em6s. ROCK CONSTRUCTION ENTRANCE NOWAE o ALL CTION SHALL BE MONOFLAMENENTEUSED IN BOTH �CTIONS.OhMEETING SPEC. 3886 FOR MACHINE SLICES. DROP INLET PROTECTION NO SCALE �E " "�' � M '""N'N b I ®� Hakanson Anderson Assoc., Inc. EROSION uETa�s 7 R aw( I}Sfi�}�/ nr• hin CNR En81nMn an0 WW 3601 TMxslen Aw.. and L M SlnnreM S83W �-e ®� 763-427-5660 FAX 763-427-0520AW. CITY OF OTSECA, MINNESOTA 10 DOM Lk. No. BfTV �Ww.lwkanwn-alM�nen.oem 7 >t ___Nlns MIN. 2 t/2' OPTION HARD SURFACE PUBUC ROAD ROVEDByY EADGROU ENGINFFft. 50 �TM6FILL FENCE 6" MINIMUM MATERIAL 6" APRON 5' POSTS — 6' MAX ON CENTER MBOMLAE 2' PENETRATION REF. MnDOT 3888 SILT FENCE NO SCALE 1"-2" WASHED ROCK AN ADDITIONAL 18" OF GEOTE XTILE IS WRAPPED AROUND THE WO 2" X 4" AND STAPLED. GEOTEXTILE SIZE SHALL BE 6" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTEXTILE UNDER INLET COVER. a) 21 O MdWIN 6PNID WILR WOTI tmN em6s. ROCK CONSTRUCTION ENTRANCE NOWAE o ALL CTION SHALL BE MONOFLAMENENTEUSED IN BOTH �CTIONS.OhMEETING SPEC. 3886 FOR MACHINE SLICES. DROP INLET PROTECTION NO SCALE �E " "�' � M '""N'N b I ®� Hakanson Anderson Assoc., Inc. EROSION uETa�s 7 R aw( I}Sfi�}�/ nr• hin CNR En81nMn an0 WW 3601 TMxslen Aw.. and L M SlnnreM S83W �-e ®� 763-427-5660 FAX 763-427-0520AW. CITY OF OTSECA, MINNESOTA 10 DOM Lk. No. BfTV �Ww.lwkanwn-alM�nen.oem 7 >t ___Nlns ------------_--------------- ,�_ -- --- -- —-------- -- 4+4ms7A7Ernx R ,/ 6+"" 6" SAN SERVICE IoNDx 11+15 e I F // 11 a s / OFFSET nA R NS501E a IM w7 MIT I OFFSEE 5115 R M. 65251 13+61N 5"101"46" IEG 1 Fel WW WA0 R ev.. 0731 F t l F t l / OFFSEf 23.e4 IFXSIID e" lei e" op, ` �/� / e.y"4L,. TEE. 11 t I 5"431M" 7EF. e")F r TEL / aP91e"4R" TEE. •ATERNAN. RID vEN7 h 6" GATE VALVE AND / F t I /J 1411 e" W. e"Ie"%C' TEG 111E f" OP. a01F e" OP. I 10Wn1N. WifltlN. AND NVORANI 101 I (1)22S 6" GTE VALVE AID eel aolF �, 5" GATE VANE AID BOX 6" GATE VALVE AND BOX , I1V 6 or, AID flEVATNNI ,ND MANT Y GATE VALVE AID ear AND NVORANE AID 6" OP PLUG / 6" GATE VALVE AND BeI ETIDUE 167 STATION t 1 / AND 6" DP PWD / AND WWAK / J/ / () 1124�Zma iWym RAPS ACCORDID / ro $K=ML IM 6" PVC SWAff , F t I / , SERVICE 0 1.60% •Q 6" 011 PLUOWGA� / / VT CONNECT"m, E1fm SERVICE/ / STORM SEWER AND STREET CONSTRUCTION WILL BE ONE BY OTHERS. ' UNDER THE TH 101 PROJECT I/GPONT ETav . ees/a 501 0 50 ,ao HIGH PONT STA . seeea HIGH POM ELEV _ e0.l13 - ......... .......... .......... .......... .......... .......... .......... ...��............. .......... ..WON POW STA - 1344M ......................... .. s ..... ..... .... ..... ..... ... ..... ..... ..... ... ..... !.... .. 'ff? ••••• •••Iaw•Pe - •M1tiN•; •• ••: PN 111Y )3HW....:•• AA -19 LOM PONT _ 10+N.]B • PN KIEV ) K . PN STA ;IOFIO AII -0.W � pp I I ............:.........:.........:.........:.........:......... :.... �'. ..:......... :......... :..... .. ... ..... ..... .PMS Imm � •N.. ..... ..... .... ..... .VO. ..... ... ..... ..... ..... ... ..... ..... ..... : xs� K 870 8 S � 865 aA.Nx x ;o $.6Q..:.........:..................:.........:..........:...... ........ tRoros(as ...:...YA, ..... ..... ................... ..... 860 >io: mvER .:.. ...:.. ...:.. ..:.... :.. :.. x. .. ..:. o sax bar-s"Pve o ax sLrER OF PPE DUTING 855 ............:...... 1 I..... LFe PVC • o.iz •: •114NF-•A'• I P. WA1EnWK M14pWN:.... B55 _ 850..:.........:.........:.........:..ItlY.W252.....:.;�Bis 88i . -"&1� 3ooLF4"1vc e: o.ax e Is! g$ - 850:..s.............................. . .. ...... ..... Ails 845 9................................:.................:.........:......... ......... ......... ....... ... .... iL3c3c...:....... .:....... i R.$...:.........:................... :.. i i 64G ..:.........:....... ..... ..... 1340.. 8 S ..8.35..:. � .. 12 13 17 is DATE I Am._b 4 !Y ,p,YV V I • li.,,l AM�N,d� f ®e sNEFT Hakanson Anderson Assoc., Inc. SANITARY SEWER AND WATERYAIN PLAN g Th Elan AV*. and Lana S eoolla 3501 ThanHan Aw.. Anoka. d Sure tO 55303 ' QUAKMELLE AVENUE N.E. a®M 763-427-SWO FAX 753-427-4520 10 u pyA K> DLrAr—hatanwn-andanan.00m CITY OF OTSEGO, MINNESOTA sxEErs -4x- Q6DG PVC PIPE YJ OR BE Jo6rt D P PIPE FLANGED AND FITTINGS 6 n= PIPE AND FTTINGS 4" VENT PIPE - 4' PLUG VALVE LOCATE OPENING IN POSTION SNOWN 4' M B[ND b AT[RTIONT W (77► BOOTS ALL WIIIOIE PENETRATI0114 4• PULIG NDVBBOX i..• — `••_ _ _ S-0' -- -- 1 — �• .t — — —_ —_ `• X4'TEE -- VALVE MANNOIE DRAIN PIPE 4" DP F7RAP 4' CLS2 DPJ 4' CHECK VALVE DISCHARGE MPI 4' BO' BEND 6' OIAYETER VALVE MANHOLE SITE PLAN 1 PLAN VIEW 2 0 1`WAX W 10 0 10 W/ ii a•A.e N FRT '� Hakonson Anderson Assoc., Inc. CMI EnBinan and n Surveyors 3601 TAanian Ave" Anoka. Ytnnaaota 55303 763-427-5660 FAX 763-427-0520 1nvAak--andanun DMINUM ACCESS HATCH WATERTIGHT BOOTS ALL PIPES AT WALLS (TYPICAL) __p- PVC ---� 1 :CESS HATCH NGED SIDE MANHOLE NOTES: 1. CONTRACTOR TO VERIFY PUMP GUIDE RAIL SPACING WITH PUMP SUPPLIER. 2 LOCATION AND MOUNTING ARRANGEMENT OF PUMP BASES SNV.L BE PER MANUFACTURES RECOMYENDATIOMS. 3. CONTRACTOR SHALL COORDINATE UFT STATION SHUTDOWN WITH CITY WATER AND WASTEWATER OPERATOR (A MINIMUM 46 -HOUR NOTICE SHALL BE PROVIDED). 4. EQUIPMENT ITEM SALVAGE FROM EXISTING UFT STATION. S. CONTRACTOR SIMLL FIELD VERIFY LOCATION AND ELEVATION OF DOSING FORCEIAIN PRIOR TO MANHOLE FABRICATION AND CONSTRUCTION. LIFT STATION — 9 SITE PLAN AND PLAN VIEW QUANTRELLE AVENUE / CITY OF OTSEGO. MINNESOTA 4' SCHEDULE 40 STEEL VENT PIPE WITH (2) W BENDS AND SCREENED MCHOR VENT PIPE TO CAP fS.S.) PAINT TO MATCH / SW TOP. ANCHORING ELE ICAL CONTROL BOX AT LOCATION 1 METHOD TO BE APPROVED CROUP TODRNN— R-1733 �TYPENEENAH UPPER GUIDE BAR BRACKET 4' FLOOR DRAIN WITHPLASTIC GRATE POLYPROPYLENE FRAME AND COVER MOUNT TO HAWN FRAME 1 ELEV-36640 WATERPROOF MANHOLE PROPOSED DRIVEWAY 0 LID CONCRETE i RINGS AS Ul ELEV - 886.0 /-ALUMPILIM ACCESS HATLAA 46>/ � PVC. 'i 16' O.C. REINFORC INV 6" �. $49.39. TIONS ■■� �Rvvr�-.-.-�v\�fI�1�\-yy y .i%//�/%� I�7��/��/�\I\%I77i i i CROUP TODRNN— MIN. IN PIPE SLOPE U 4' FLOOR DRAIN WITHPLASTIC GRATE POLYPROPYLENE {' % 6P BEND WATERPROOF MANHOLE WALLS � PVC. 'i 16' O.C. REINFORC INV 6" �. $49.39. TIONS WATERTIGHT WALL BOOTS PVrl WEIR PRATES REQUIRED AT EACH JOINT. t PRECAST SECTIONS ALLTIONSES CONCRETE PENETRA) BOTTOM OF EACH SECTION). NNNECTNIN JOINTS SHALL BE CONFINED O-RING / SHALL WELDINGBE PERFORM BY NOS: TOP SLAUL• MEASURING EQUIPMENT ON WALL IN MINIMUMABOVE AND OPPOSITE T FITTINGS 7A, • ELEV XX% N -LEVEL ALARM (FLOAT) GASKETS. EIEV XX% BOTH PUMPS ON (TRANSDUCER) SUPPORT 1E05 WFlII APPROVED PRIMER AND PANT. PROVIDE S t' 0.0.. /1 OAOE STAINLESS MBI BURY REVIEW AND APPROVAL NOTE 50 OF PUMP PUMP BASES SHALL BE PER MANUFACTURES WHEEL F ELEV DSI PUMP OFF (TRAI6DUCER) STEEL AS REWIRED FOR RAIL SYSTEM. NECESSARY ELEV %%% ID -LEVEL ALARM (FLOAT) 4' SWING -FLEX CHECK FILLET ALL MOUND LARDING DISCHARGE FROM PUMP. IF OTHER SIZE OF DISCHARGE IS CONTRACTOR TO REVISE = STRUCTURAL SW DOCXAROEIPING PTO ALLOW FOR PROPER C VALVE. MOUNT IN-LINE BASE OR GST -W -RACE CONNECTION M APPROVED BY THE ENGINEER. �, EIEV 840.0 REINFORCED CONCRETE FLOOR SLAB 4, ALL SUBMERSED CLAMPS. NUTS. BOLTS. 6' DIAMETER TYPE CX -4 RUBBER BASKET JOINT 4' PWG VALVE• ... FMWOR=Dff SHALL CONSIST 0► µ• �,;•: MOUNIINO BRACKETS. ETC, SHALL BE STAINLESS t' PLUG VALVES WATERTIOMf STEEL e4.. IBM. CLEAR COVER ON ALL REM DISCHARIME agOW REINFORCED CONCRETE SECTIONS. ALL JOINTS SHALL BE TIED UTILQINO WELD PLATES AS 5 3LIFT STATI011. WALL Boon SECTION 1-1 S.ELECTRICAL CONTROL ANDPOWER CONDUIT WALL t DESCRIBED BELOW. PROFILE VIEW PENETRATION „ °� TTI EOU��" H 4'X4'TEE SCAM I TIMBe nr a uMn m, =MMM --p�vMon -M IMI Hakanson Anderson Assoc., Inc. ,5 SME0T PENETRATIONS) 4- X BO' 'ND ALL OTSEGO SMITARY MANIPLES Oxon" ry PROFILE VIEW 0° brDATE ® FITTING f- .. 550 T63-42WOSO FAX 7��Khwandr MOISTURE PROOF BOTH SIOES WITH OAVENUE BW Le. No. zw t' Cl 52 DIP L CITY OF OTSEGO. MINNESOTA CONSUL CS -55 (CRAY) OR APPROVED EQUAL 3- PVC DIP Q PIPE ELEV. s %RIX FlIT6104 W I.D. RENiORCED ADAPER AS NECESSARY CONCRETE MANHOLE PIPE SUPPORT 4' SIEEV£ WMRMEDIATE RAIL LEV:654,y •'� SUPPORTS AS REQUIRED NFO .f _...... BASE AINlE55 STEEL lD'IIIIO CHAIN CROUP TODRNN— MIN. IN PIPE SLOPE U 4' FLOOR DRAIN WITHPLASTIC GRATE 4' SCHEDULE 40 {' % 6P BEND PVC P -TRAP 4' SCHEDULE 40 PVC RAPE � PVC. INV 6" �. $49.39. WATERTIGHT WALL BOOTS PVrl WEIR PRATES REQUIRED AT EACH JOINT. t ALLTIONSES 853.00 EACH AT 60' AT EACH JOINT (TOP AND PENETRA) BOTTOM OF EACH SECTION). NNNECTNIN LOCATE FLOATS AND TRANSDUCER / SHALL WELDINGBE PERFORM BY NOS: MEASURING EQUIPMENT ON WALL IN MINIMUMABOVE AND OPPOSITE T FITTINGS INLET. • ELEV XX% N -LEVEL ALARM (FLOAT) FURNISHED WITH ADJUSTABLE ST L EIEV XX% BOTH PUMPS ON (TRANSDUCER) SUPPORT 1E05 WFlII APPROVED PRIMER AND PANT. BOTTOM SECTION PER MANUFACTURES PS '.` EIEY XI01 PUMP OM F1R416NCE!) REVIEW DATION. BOOOVAL FOR (SEE '' 1 ATION AND MOUNTING ARRANGEMENT REVIEW AND APPROVAL NOTE 50 OF PUMP PUMP BASES SHALL BE PER MANUFACTURES 4' FRTMDS AS F ELEV DSI PUMP OFF (TRAI6DUCER) NECESSARY ELEV %%% ID -LEVEL ALARM (FLOAT) S. PIPE AND nTfDft DEPICTED REPRESENT A 4' FILLET ALL MOUND LEVEL GROUP COURSE DISCHARGE FROM PUMP. IF OTHER SIZE OF DISCHARGE IS CONTRACTOR TO REVISE = STRUCTURAL SW DOCXAROEIPING PTO ALLOW FOR PROPER C BASE OR GST -W -RACE CONNECTION M APPROVED BY THE ENGINEER. �, EIEV 840.0 REINFORCED CONCRETE FLOOR SLAB 4, ALL SUBMERSED CLAMPS. NUTS. BOLTS. ... FMWOR=Dff SHALL CONSIST 0► µ• �,;•: MOUNIINO BRACKETS. ETC, SHALL BE STAINLESS '^J_ :, • • •: 12' O.C. EACH WAV. EACH FACE, WITH 2- STEEL e4.. IBM. CLEAR COVER ON ALL REM DISCHARIME agOW 5. 0QUWMENT ITEM SALVAGED FROM EXISTING 5 3LIFT STATI011. SECTION 1-1 S.ELECTRICAL CONTROL ANDPOWER CONDUIT WALL t PROFILE VIEW PENETRATION „ °� TTI EOU��" H SCAM I TIMBe nr a uMn m, =MMM --p�vMon -M IMI Hakanson Anderson Assoc., Inc. LIFT STATION SME0T a Ru 'ND Dal ad Lena 3601 Oxon" ry PROFILE VIEW 0° brDATE ® f- .. 550 T63-42WOSO FAX 7��Khwandr OAVENUE BW Le. No. zw L CITY OF OTSEGO. MINNESOTA ' 0 sVEETs Michael C. Couri- Andrew J. MacArthur Rohert T. Ruppe— •Also licensed in Illinois "`Also licensed in California June 19, 2008 City Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Otsego, MN 55330 COURT, MACARTHUR & RUPPE, P.L.L.P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAX) www.courimacarthur.com ITEM 1O-1 Kyle R. Hartnett RE: Proposed Amendment to Verizon Lease- Original East Water Tower Dear Council Members: Enclosed for your consideration is a proposed Lease Amendment to the existing Verizon Lease. The amendment is to lease additional space on the ground at the water tower site for construction of emergency generating equipment. Verizon is trying to construct this capacity in front of pending federal requirements arising from east coast blackout incidents. The lease amendment would require Verizon to pay to the City an additional $200.00 per month or $2,400.00 per year for the extra space. This amount would adjust upward at 5% per year in addition to the original site use fee which was established at $12,000.00 per year in 2001 with the same adjustment. The $200.00 per month was proposed by Verizon, and their representative states that this is standard fee for similar agreements. The site plans for the proposed additional area have been reviewed and approved by Joe MacPhearson of Ron's office and are attached for review. by any interested Council person. I have reviewed the form of the proposed amendment and find it satisfactory. Staff recommends approval of the proposed site lease amendment and will be available to answer any question the Council may have regarding this issue at Monday night's Council meeting. Letter to Otsego City Council June 19, 2008 Page 2 Very truly rs ew J. Ma hur OURI, CARTHUR & RUPPE PLLP Encls. cc: Dan Licht, City Planner Ron Wagner, City Engineer Joe MacPhearson, Assistant City Engineer Larry Coleman, FMHC Page 1 of 1 Andv MacArthur From: "Larry Coleman" <Icoleman@fmhc.com> To: <amacarthur@courimacarthur.com> Sent: Wednesday, June 18, 2008 3:33 PM Attach: MINC Parsons Amendment_ Form_ =Generator Add[2].doc Subject: Re: Verizon Generator Amendment at Otsego Water Tower Dear Mr. Macarthur: The revisions you suggested have been incorporated into the proposed Amendment for Verizon to add an emergency generator at the Otsego water tower. Please review the changes and if you have any questions or comments, please do not hesitate to contact me. Very Truly Yours, Larry Coleman FMHC Corporation (651) 249-3866 6/19/2008 SITE NAME: MINC PARSONS MOSS & BARNETT/6/l')/OS AMENDMENT NO. 1 TO ANTENNA SITE USE AGREEMENT This AMENDMENT NO. I TO ANTENNA SITE USE AGREEMENT ("Amendment") is made this day of , 200_ by and between the City of Otsego ("LESSOR") and Verizon Wireless (VAW) LLC d/b/a Verizon Wireless ("LESSEE"), with its principal offices located at One Verizon Way, Mail Stop 4AW 100, Basking Ridge, New Jersey, 07920, with reference to the facts set forth in the Recitals below: RECITALS A. LESSOR and LESSEE, or their predecessors in interest, are parties to an Antenna Site Use Agreement dated July 9, 2001 ("Agreement"), whereby LESSOR has leased a portion of LESSOR's Property (as defined in the Agreement) to LESSEE for the purpose of constructing, installing, removing, replacing, maintaining and operating a commercial communications facility, as situated substantially as shown on Exhibit B attached to the Agreement. The Agreement commenced when fully executed on August 9, 2001 and the annual Site Use Fee --_- commenced on September 1, 2001, which is the first (1st) day of the month following the date the Agreement was executed by the parties. The Agreement is currently scheduled to terminate September 1, 2026. Deleted: 6/18/08 Deleted: rent B. LESSOR and LESSEE desire to amend the Agreement to (i) provide additional ground space for LESSEE to place an emergency power generator, and (ii) provide for an annual increase in the Site Use Fee payable to LESSOR under the Agreement for the additional ground Wow: rent space. AGREEMENT NOW, THEREFORE, in consideration of the facts contained in the Recitals above, the mutual covenants and conditions below, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. GROUND SPACE. The Agreement is hereby amended to provide for additional ground space for an emergency power generator as described and shown on the attached Exhibit A-1. 2. INCREASED RENT. As consideration for the additional generator ground space, commencing on the first day of the month following the start of construction, LESSEE will pay an additional Two Hundred and No/100 Dollars ($200.00) per month included in the Site Use Deleted: included in the site use fee Em---------------- -------------------------------------------------------------------------------------------------------------- 3. RATIFICATION OF THE AGREEMENT. Except as specifically modified by this Amendment, the parties agree that all of the terms and conditions of the Agreement are in full force and effect and remain unmodified, and the parties hereby ratify and reaffirm the terms and conditions of the Agreement and agree to perform and comply with the same. In the event MINC Parsons Amendment No. 1 to Antenna Site Use Agreement 1066813v2 of a conflict between any term or provision of the Agreement and this Amendment, the terms and provisions of this Amendment shall control. In addition, except as otherwise stated in this Amendment, all initially capitalized terms will have the same respective defined meaning stated in the Agreement. All captions are for reference purposes only and shall not be used in the construction or interpretation of this Amendment. Signatures on following page The remainder of this page intentionally left blank MINC Parsons Amendment No. 1 to Antenna Site Use Agreement 1066813v2 IN WITNESS WHEREOF, LESSOR and LESSEE have caused this Amendment to be executed by each party's duly authorized representative effective as of the date written below. LESSOR: LESSEE: The City of Otsego Verizon Wireless (VAW) LLC d/b/a Verizon Wireless By: Name: By: Its: Beth Ann Drohan Its: Midwest Area Vice President -Midwest Date: Date: Acknowledgments on following page The remainder of this page intentionally left blank MINC Parsons Amendment No. I to Antenna Site Use Agreement 10668I3v2 LESSOR ACKNOWLEDGMENT [Insert Lessor Acknowledgment Here] LESSEE ACKNOWLEDGMENT STATE OFI.LLIN01------- )------------------------- ------------------------- ) SS. COUNTY OF COO On this day of , 200_, before me, the undersigned, a Notary Public in and for the State of Illinois, duly commissioned and sworn, personally_appeared Beth Ann Drohan, to me known to be the Midwest Area Vice President - Network of d/b/a Verizon Wireless, that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of d/b/a Verizon Wireless, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Print or Type Name: Notary Public in and for the State of Illinoi My appointment expires: MINC Parsons Amendment No. 1 to Antenna Site Use Agreement 4 1066813W2 Deleted: NDIANA Deleted: HAMILTON Deleted: ndiana .. Deleted: adiana Exhibit "A - 1" (Legal Description) Page 1 of 2 The North 215.0 feet of the East 205.5 feet of the Northeast Quarter of the Northeast Quarter of Section 34, Township 121, Range 23, as measured along the North and East lines thereof, Wright County, Minnesota. Abstract Land. �.. _--------------- --------- ------- t-----------------'------------- MIN Parsons Amendment No. I to Antenna Site Use Agreement 1066913Y! Deleted: [Insert Site Novel -------------------------- ted: ted: Exhibit "A - V (Sketch of Property) To be supplied. Page 2 of 2 -- ----------- -------- ---------------- Dalated:[InaertSite Name] -----------------'-------------------------•------------------------------------------------------------------------ Delated: • Deleted: MIN Parsons Amendment No. I to Antenna Site Clse Agreement 1066913v2 2. TERM This Agreement shall be effective as of the date of execution by both parties, however, notwithstanding any prior payment of Site Use Fees pursuant to Subparagraph 4(E) below, the initial term ("Term") shall be for five (5) years and shall commence on the first (1st) day of the month following the date this Agreement is executed by both parties or the first (1 st) day of the month following the date Tenant is granted a building permit by the governmental agency charged with issuing such permits, whichever event occurs last ("Commencement Date"). After the initial term, COMMUNICATIONS COMPANY will be able to extend for four (4) additional five (5) year terms, provided COMMUNICATIONS COMPANY gives written notice of intent to CITY, ninety (90) days prior to the expiration of the then current term. 3. CONSTRUCTION COMMUNICATIONS COMPANY shall be responsible for any and all costs and expenses related to the design, purchase, delivery, construction and installation of any and all equipment necessary for COMMUNICATIONS COMPANY's use of the CITY Site and Tower. COMMUNICATIONS COMPANY's installation shall be constructed in conformance with design specifications approved by the CITY pursuant to Exhibit B attached hereto. CITY shall cooperate with COMMUNICATIONS COMPANY and execute all documents required to permit COMMUNICATIONS COMPANY's intended use of the Site in compliance with zoning, land use, and building regulations. EXEMER r `W:1`193110ZIWii1:IIa0:303+ A. The site use fee through December 31, 2001 shall be $12,000.00. B. Commencing January 1, 2002 the Site Use Fee for each subsequent calendar year throughout the term of this Agreement, including any extensions, shall be increased by 5%. C. The CITY and COMMUNICATIONS COMPANY may also negotiate charges for other services and installations, not set forth in Exhibit B, by an addendum to this Agreement. D. As provided in paragraph C above, the CITY and COMMUNICATIONS COMPANY may, agree to the installation of additional equipment at rates in effect at the time of installation, which when agreed to and set forth in writing by the parties shall become an additional payment amount made by COMMUNICATIONS COMPANY to the CITY. E. Site Use Fees due to CITY shall be paid by COMMUNICATIONS COMPANY in advance in four quarterly installments beginning upon execution of this 425436/2 2 VERiZON WIRELESS PROJECT INFORMATION DEPARTMENTAL APPROVALS RF REXES BASE TOR CELL SITE NAMES MING PARSON ONR TOR ADOMON PROPERTY OWNER: O fNMIBR � Ktw OOPOW DIK (612) 614-011112 ve r#O wireless vAiRm uNxTwR NETWORK MANAGERMARIONR CR� (91" x-2500 REAL ESTATE ION tV SSRI[ Soo 1.AMOUN o OVM.AND PARK, KANSAS 66211 APPIIDNIL 9OOW)flE FNNIW WOR OAIE SYMBOLS DRAWING INDEX �a 0KEo NOTES ON PLANS.GENERAL ---t--y �•• ! wT• NUNSOI mu OETSUON M7OONsm ENONRE! 0 -10110 -WN - 701 O. ma BMD. • MERAL NO ES • SWI M 1. TIRE CONTRACTOR SIWL SLPSMIC NO 011110 AIL MONK USING MS BEST SHILL N10 RIENIION. am PLAN THE CONIRACIOR SHALL BE SORLY NEWUGM MR ALL OOIO1x11C11011 YO/Wg, IR'111006. IECINOBLICA PROCM*n AND SUUEICE'S FOR COORO•N1w0 ALL PORl10N6 0► TK w011K IR1DD1 TE OO/IMOCT. OEUA NUMBER SEMM NIxRM -MNW-- A02 OM • E TO BTIRE SOOP[ OF D EKRSIWO Co.. 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