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01-23-06 CC
ITEM 5 -1 CLAIMS LIST CITY COUNCIL MEETING JANUARY 23, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. . If you have any questions regarding this service, please let me know. Claims Register PAYROLL 1 -18 -2006 GRAND TOTAL 01 -10 -2006 $ 56,548.00 01 -19 -2006 $ 920,275.57 $ 31,162.70 $ 1,007,986.27 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 01/10/06 11.:37 AM Page 1 *Check Summary Register© JANUARY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid OERTEL ARCHITECTS $56,548.00 PUBLIC WORKS STUDY Total Checks $56,548.00 FILTER: None CITY OF OTSEGO 01/10/06 11:38 AM Page 1 *Check Detail Register© JANUARY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid OERTEL ARCHITECTS E 101- 43100 -302 Engineering Fees Total OERTEL ARCHITECTS 10100 BANK OF ELK RIVER Fund Summary $56,548.00 #4 PUBLIC WORKS STUDY $56,548.00 $56,548.00 10100 BANK OF ELK RIVER 1.01 GENERAL FUND $56,548.00 $56,548.00 CITY OF OTSEGO 01/19/06 9:00 AM Page 1 *Check Summary Register© JANUARY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABDO ABDO EICK & MEYERS LL $1,600.00 CERTIFIED AUDIT THROUGH 12/31/2005 UnPaid AIRGAS, INC. $23.05 ACETYLENE UnPaid BEAR ALARMS $1,300.38 PUMP HOUSE RIVERWOOD NATIONAL Unpaid BERLIN TIRE CENTER, INC $19.92 REPAIR SKID STEER TIRE UnPaid BLUE CROSS BLUE SHIELD OF $9,044.00 FINANCE - FEB UnPaid BONESTROO ROSENE ANDERLI $55,690.40 REPLACE CK 40820 Unpaid CAMPBELL KNUTSON $622.64 194 /CSAH 37 UnPaid CHAPPELL CENTRAL, INC. $1,440.89 TITAN AIR UNIT - EAST WWTF UnPaid COURI MACARTHUR LAW OFFIC $17,588.50 GENERAL UnPaid DEHNS 4 SEASONS $2.98 OIL DISPENSER UnPaid DEPARTMENT OF COMMERCE - $11,289.57 BUILDING SURCHARGE UnPaid ECM PUBLISHERS INC $451.76 PUBLIC HEARING NOTICE UnPaid EMPLOYER PLAN SERVICES IN $729.58 PW -FEB UnPaid FINKEN'S WATER CARE $45.79 PW UnPaid G & K TEXTILE LEASING SYSTE $654.94 UNIFORMS UnPaid GLENS TRUCK CENTER INC $1,039.07 90 FORD L8000 UnPaid GOPHER STATE ONE -CALL INC $314.55 LOCATE TICKETS UnPaid HALLMAN OIL COMPANY $1,769.72 DIESEL UnPaid ICMA RETIREMENT TRUST $537.31 PPE 1/14 CK DTD 1/18 UnPaid JOHN DEERE CONSTRUCTION $1,562.85 GROUSE TRACKS UnPaid JUDY & COLLIN RUCH $395.00 SEPTIC PUMPS & PRESSURE TANK UnPaid LITTLE FALLS MACHINE $172.98 SPINNER/ 2000 IH TRK InPaid MINNEGASCO $151.38 13620 95TH STREET UnPaid MN DEPT OF TRANSPORTATION $182.25 LAB TESTS QUADAY AVE PROJECT UnPaid NAPA OF ELK RIVER INC $50.55 SWITCH UnPaid NORTHERN TOOL & EQUIPMEN $37.25 BLADE GUIDE /PLOW GUIDE UnPaid NORTHLAND SECURITIES $658.67 GO BOND 2005B ISSUES Unpaid NORTHWEST ASSOC CONSULT $8,703.51 KITTREDGE CROSSINGS UnPaid OFFICEMAX $199.27 OFFICE SUPPLIES UnPaid PEOPLE SERVICE INC. $46,877.23 MONTHLY SERVICE UnPaid PUBLIC EMPLOYEES RETIREME $3,001.80 PP3 1/14 CK DTD 1/18 UnPaid SRF CONSULTING GROUP„ INC. $4,058.04 PARKS CONSULTING UnPaid THE LOGO OUTFITTERS $1,299.43 BLDG DEPT CLOTHING UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER Unpaid US BANK $748,421.25 2003A BOND UnPaid XCEL ENERGY $127.23 8899 NASHUA AVE Total Checks $920,275.57 FILTER: None CITY OF OTSEGO 01/19/06 9:01 AM Page 1 *Check Detail Register,© JANUARY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ABDO ABDO EICK & MEYERS LLP E101-41600-304 Accounting & Auditing $1,600.00 220895 CERTIFIED AUDIT THROUGH 12/31/ Total ABDO ABDO EICK & MEYERS LLP $1,600.00 Unpaid AIRGAS, INC. E 101 -43100 -210 Operating Supplies (GENERAL) $23.05 105150153 ACETYLENE Total AIRGAS, INC. $23.05 Unpaid BEAR ALARMS G 701 -22315 RIVERWOOD NATIONAL $1,300.38 2117 PUMP HOUSE RIVERWOOD NATIONAL Total BEAR ALARMS $1,300.38 Unpaid BERLIN TIRE CENTER, INC E 101- 43100 -400 Repairs & Maint Cont (equip) $19.92 2790035952 REPAIR SKID STEER TIRE Total BERLIN TIRE CENTER, INC $19.92 Unpaid BLUE CROSS BLUE SHIELD OF MN E 101 - 41600 -123 Health $742.00 FINANCE - FEB E 101- 43100 -123 Health $1,272.00 PW -FEB E 101 - 41400 -123 Health $2,471.00 ADMIN -FEB E 250 -42410 -123 Health $4,559.00 BLDG -FEB Total BLUE CROSS BLUE SHIELD OF MN $9,044.00 npaid BONESTROO ROSENE ANDERLIK E 432 - 43256 -302 Engineering Fees $42,978.05 R117044 REPLACE CK 40820 E 430 -43256 -302 Engineering Fees $12,712.35 R117045 REPLACE CK 40820 Total BONESTROO ROSENE ANDERLIK $55,690.40 Unpaid CAMPBELL KNUTSON E 480 - 43100 -301 Legal Services $622.64 2697 -000G 194 /CSAH 37 Total CAMPBELL KNUTSON $622.64 Unpaid CHAPPELL CENTRAL, INC. E 602 - 49450 -400 Repairs & Maint Cont (equip) $1,440.89 18366 TITAN AIR UNIT - EAST WWTF Total CHAPPELL CENTRAL, INC. $1,440.89 Unpaid COURI MACARTHUR LAW OFFICE E 414 - 43100 -301 Legal Services $378.00 162006 MISSISSIPPI SHORES E 250- 42410 -301 Legal Services $52.50 162006 PUBLIC WORKS BLDG E 426 -43100 -301 Legal Services $52.50 162006 QUADAY AVE E 480 - 43100 -301 Legal Services $52.50 162006 194/37 INTERSECTION E 406 -43100 -301 Legal Services $430.50 162006 DRAINAGE PROJ 2003 E 250 - 42410 -311 Ping & Eng. - 101Traffic Study $2,619.00 162006 DARKENWALD G 701 -22422 ROTTLUND HOMES $40.50 162006 ROTTLUND HOMES E 250 -42410 -311 Ping & Eng. - 101Traffic Study $136.50 162006 BENESCH E 203 -45210 -301 Legal Services $262.50 162006 SRF CONTRACT E 101 -41700 -301 Legal Services $2,417.50 162006 GENERAL E 101 - 41700 -301 Legal Services $439.50 162006 PEAVEY HOUSE E 101 - 41700 -301 Legal Services $430.50 162006 SIGN ORDINANCE E 101 - 41700 -301 Legal Services $297.00 162006 SHIELS E 250 - 42410 -311 Ping & Eng. - 101Traffic Study $1,134.00 162006 HIGHWAY 101 G 701 -22444 Rainbow Daycare $84.00 162006 LEAPS & BOUNDS G 701 -22436 CRIMSON PONDS NORTH, $67.50 162006 CRIMSON PONDS NORTH G 701 -22434 Crimson Ponds West $135.00 162006 CRIMSON WEST G 701 -22462 DUKE REALTY $5,616.00 162006 DUKE G 701 -22315 RIVERWOOD NATIONAL $202.50 162006 RIVERWOOD NATIONAL G 701 -22438 KITTREDGE CROSS 10 $256.50 162006 KITTREDGE 10 CITY OF OTSEGO 01/19/06 9:01 AM Page 2 *Check Detail Register© JANUARY 2006 Check Amt Invoice Comment G 701 -22469 1 -94 W IND PARK 3RD (RHEA CO.) $270.00 162006 194 IND PARK 3 G 701 -22392 MISSISSIPPI COVE $283.50 162006 MISSISSIPPI COVE G 701 -22467 ZIMMER FARMS 6 $931.50 162006 ZIMMER 6 G 701 -22346 HOTEL/WATERPARK $405.00 162006 WATERPARK G 701 -22445 RIVER PLACE 11 $594.00 162006 PIVERPLACE 2 Total COURI MACARTHUR LAW OFFICE $17,588.50 Unpaid DEHNS 4 SEASONS E 101 - 43100 -210 Operating Supplies (GENERAL) $2.98 56838 OIL DISPENSER Total DEHNS 4 SEASONS $2.98 Unpaid DEPARTMENT OF COMMERCE - NOTRN G 250 - 21801 BUILDING PERMIT SURCHARGE $11,289.57 4TH QTR BUILDING SURCHARGE Total DEPARTMENT OF COMMERCE - NOTRN $11,289.57 Unpaid ECM PUBLISHERS INC E 101 -41400 -350 Print/Binding (GENERAL) $69.50 00204961 PUBLIC HEARING NOTICE E 101- 41400 -350 Print/Binding (GENERAL) $66.03 00204962 PUBLIC HEARING E 101 - 41400 -350 Print/Binding (GENERAL) $79.93 00204963 ORDINANCE E 101 -41400 -350 Print/Binding (GENERAL) $236.30 00205228 BUDGET SUMMARY Total ECM PUBLISHERS INC $451.76 Unpaid EMPLOYER PLAN SERVICES INC E 101 - 41400 -123 Health $247.53 ADMIN - FEB E 101 - 43100 -123 Health $96.03 PW -FEB E 101 - 41600 -123 Health $34.65 FINANCE -FEB E 250 - 42410 -123 Health $351.37 BLDG - FEB Total EMPLOYER PLAN SERVICES INC $729.58 Unpaid FINKEN'S WATER CARE E 101 - 43100 -390 Contracted Services $10.12 666572/67040 PW E 101 - 41940 -390 Contracted Services $35.67 669232/66657 CITY HALL Total FINKEN'S WATER CARE $45.79 Unpaid G & K TEXTILE LEASING SYSTEM E 101 -43100 -225 Uniforms $199.48 1043101119 UNIFORMS E 101 -41940 -390 Contracted Services $91.14 1043106147 MATS E 101- 43100 -225 Uniforms $116.20 1043106148 UNIFORMS E 101 - 43100 -225 Uniforms $90.28 1043111109 UNIFORMS E 101 - 41940 -390 Contracted Services $91.14 1043896098 MATS E 101 -43100 -225 Uniforms $66.70 1043896099 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $654.94 Unpaid GLENS TRUCK CENTER INC E 101 - 43100 -220 Repair /Maint Supply (GENERAL) $948.69 116246 90 FORD L8000 E 101 -43100 -220 Repair /Maint Supply (GENERAL) $1.20 116403 6 HOLE GAS E 101 -43100 -220 Repair /Maint Supply (GENERAL) $15.13 116403 ALUM HUB E 101 -43100 -220 Repair /Maint Supply (GENERAL) $47.42 116403 UNITIZED E 101 - 43100 -202 Gas & Oil $26.63 116460 WASHER BOTTLE PUMP Total GLENS TRUCK CENTER INC $1,039.07 Unpaid GOPHER STATE ONE -CALL INC E 250 - 42410 -310 Miscellaneous $314.55 5120679 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $314.55 Unpaid HALLMAN OIL COMPANY E 101 - 43100 -202 Gas & Oil $941.90 172246 OIL E 101- 43100 -202 Gas & Oil $303.57 181518 GASOLINE CITY OF OTSEGO 01/19/06 9:01 AM Page 3 *Check Detail Register.© JANUARY 2006 Check Amt Invoice Comment E 101 - 43100 -202 Gas & Oil $524.25 181519 DIESEL Total HALLMAN OIL COMPANY $1,769.72 Unpaid ICMA RETIREMENT TRUST G 101 -21705 Other Retirement $345.00 PPE 1/14 CK DTD 1/18 E 101 -41400 -121 PERA $192.31 PPE 1/14 CK DTD 1/18 Total ICMA RETIREMENT TRUST $537.31 Unpaid JOHN DEERE`CONSTRUCTION E 101 -43100 -501 Equipment $1,562.85 26072 GROUSE TRACKS Total JOHN DEERE CONSTRUCTION $1,562.85 Unpaid JUDY & COLLIN RUCH G 701 -22426 FIN PLAT ARBOR CRK 3 $395.00 SEPTIC PUMPS & PRESSURE TANK Total JUDY & COLLIN RUCH $395.00 Unpaid LITTLE FALLS MACHINE E 101- 43100 -400 Repairs & Maint Cont (equip) $172.98 34950 SPINNER/ 2000 IH TRK Total LITTLE FALLS MACHINE $172.98 Unpaid MINNEGASCO E 101 - 41950 -322 Utilities $151.38 555 - 001 -208 -7 13620 95TH STREET Total MINNEGASCO $151.38 npaid MN DEPT OF TRANSPORTATION E426-43100-530 Improvements Other Than Bldgs $182.25 PA000121771 LAB TESTS QUADAY AVE PROJECT Total MN DEPT OF TRANSPORTATION $182.25 Unpaid NAPA OF ELK RIVER INC E 101 -43100 -203 Supplies - General $9.01 269091 SWITCH E 101 -43100 -203 Supplies - General $41.54 270514 ANTENNA/GREASE GUN Total NAPA OF ELK RIVER INC $50.55 Unpaid NORTHERN TOOL & EQUIPMENT CO E 101- 43100 -210 Operating Supplies (GENERAL) $37.25 0193125269 BLADE GUIDE /PLOW GUIDE Total NORTHERN TOOL & EQUIPMENT CO $37.25 Unpaid NORTHLAND SECURITIES E 475 -47000 -650 Bond Issuuance Expenses $658.67 923 GO BOND 2005B ISSUES Total NORTHLAND SECURITIES $658.67 Unpaid NORTHWEST ASSOC CONSULTANTS G 701 -22467 ZIMMER FARMS 6 $112.50 15097 ZIMMER 6TH G 701 -22435 Kittcross 9th $316.24 15097 KITTREDGE 10TH G 701 -22465 GREAT RIVER CTR $54.00 15097 KOLLES /GREAT RC G 701 -22462 DUKE REALTY $855.00 15097 DUKE REALTY G 701 -22436 CRIMSON PONDS NORTH $72.00 15097 CRIMSON PONDS G 701 -22469 1 -94 W IND PARK 3RD (RHEA CO.) $360.00 15097 1 -94 WEST 3RD G 701 -22465 GREAT RIVER CTR $90.00 1.5097 DARE /GREAT RC G 701 -22468 RIVERWOOD NAT'L CLUBHOUSE $613.44 15097 RIVERWOOD NAT CLUBHOUSE G 701 -22374 KITTREDGE FINAL $142.00 15097 KITTREDGE CROSSINGS G 701 -22446 TWIN CITY BEEKEEPING $194.00 15097 TWIN CITY BEE G 701 -22392 MISSISSIPPI COVE $234.00 15097 MISSISSIPPI COVE G 701 -22431 PLEASANT CRK 4TH $72.00 15097 PLEASANT CREEK 4TH G 701 -22457 WFE 4TH ADD - OUTLOT I, BLDG E $36.00 15097 WFT EAST BLDG E G 701 -22422 ROTTLUND HOMES $450.00 15097 ROTTLUND HOMES E 101 -41570 -303 Planning Fees $199.80 15098 CHICKEN MEMO E 101 - 41570 -303 Planning Fees $175.95 15098 SIGN ORDINANCE CITY OF OTSEGO 01/19/06 9:01 AM Page 4 *Check Detail Register© JANUARY 2006 E 101 - 41400 -201 Office Supplies E 250 - 42410 -201 Office Supplies E 101- 41400 -201 Office Supplies Total OFFICEMAX $43.89 199533 OFFICE SUPPLIES $18.58 199533 OFFICE SUPPLIES $136.80 524513 OFFICE SUPPLIES $199.27 Unpaid PEOPLE SERVICE INC. E 602- 49450 -322 Utilities Check Amt Invoice Comment E 101- 41570 -303 Planning Fees $998.40 15098 GENERAL E 250- 42410 -303 Planning Fees $928.18 15099 CODE ENFORCEMENT E 101 - 41570 -303 Planning Fees $2,750.00 15100 MEETINGS E 101 - 41570 -303 Planning Fees $50.00 15101 SIGN PERMITS Total NORTHWEST ASSOC CONSULTANTS $8,703.51 Unpaid OFFICEMAX E 101 - 41400 -201 Office Supplies E 250 - 42410 -201 Office Supplies E 101- 41400 -201 Office Supplies Total OFFICEMAX $43.89 199533 OFFICE SUPPLIES $18.58 199533 OFFICE SUPPLIES $136.80 524513 OFFICE SUPPLIES $199.27 Unpaid PEOPLE SERVICE INC. E 602- 49450 -322 Utilities $1,191.36 REFUND 7551 LANCASTER PD 2X E 601 - 49400 -322 Utilities $18.87 REFUND PUMP HOUSE 3 PD 2X E 601 -49400 -390 Contracted Services $11,996.72 0010112 MONTHLY SERVICE E 602 -49450 -390 Contracted Services $33,670.28 0010112 MONTHLY SERVICE $190.32 Total PEOPLE SERVICE INC. $46,877.23 RETIREMENT FD $3,001.80 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101- 431.00 -121 PERA $525.38 PP3 1/14 CK DTD 1/18 E 250 -42410 -121 PERA $553.82 PP3 1/14 CK DTD 1/18 G 101 -21704 PERA $1,435.63 PP3 1/14 CK DTD 1/18 E 101- 41400 -121 PERA $296.65 PP3 1114 CK DTD 1/18 E 101 - 41600 -121 PERA $190.32 PP3 1/14 CK DTD 1/18 Total PUBLIC EMPLOYEES RETIREMENT FD $3,001.80 Unpaid SRF CONSULTING GROUP, INC. E 203 - 45210 -390 Contracted Services $4,058.04 5521 -3 PARKS CONSULTING Total SRF CONSULTING GROUP, INC. $4,058.04 Unpaid THE LOGO OUTFITTERS E 250 - 42410 -203 Supplies - General $1,299.43 1641 BLDG DEPT CLOTHING Total THE LOGO OUTFITTERS $1,299.43 Unpaid TOSHIBA AMERICA INFO SYS INC E 101 - 41400 -413 Office Equipment Rental $211.83 43723861 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid US BANK E 350 - 47000 -601 Debt Sry Bond Principal $695,000.00 33532800A 2003A BOND E 350 - 47000 -602 Bond Interest $53,421.25 33532800A 2003A BOND INTEREST Total US BANK $748,421.25 Unpaid XCEL ENERGY E 101- 43160 -322 Utilities $127.23 5145503784 8899 NASHUA AVE Total XCEL ENERGY $127.23 10100 BANK OF ELK RIVER $920,275.57 CITY OF OTSEGO 01/19/06 9:01 AM Page 5 *Check Detail Register© JANUARY 2006 Check Amt Invoice Comment Fund Summary 101 GENERAL FUND 203 PARK DEVELOPMENT 250 BUILDING PERMIT FEES 350 Waterfront West/85th DS 406 Lefebvre Watershed 414 Revolving Capital Improvements 426 Quaday & CSAH 37 430 West Trtmnt Plant -Phase 1 432 East WWTP Phase III 475 Waterfront East/Miss. Shores 480 194 /CASH 37 Project 601 WATER FUND 602 SEWER FUND 701 DEVELOPMENT ESCROWS FUND 10100 BANK OF ELK RIVER $23,709.14 $4,320.54 $23,256.50 $748,421.25 $430.50 $378.00 $234.75 $12,712.35 $42,978.05 $658.67 $675.14 $12,015.59 $36,302.53 $14,182.56 $920,275.57 CITY OF OTSEGO 01/19/06 11:31 AM Page 1 *Check Detail Register© JANUARY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid DEPT OF LABOR & INDUSTRY G 250 -21801 BUILDING PERMIT SURCHARGE $11,289.57 4TH QTR 4TH QTR BLDG SURCHARGE Total DEPT OF LABOR & INDUSTRY $11,289.57 10100 BANK OF ELK RIVER $11,289.57 Fund Summary 10100 BANK OF ELK RIVER 250 BUILDING PERMIT FEES $11,289.57 $11,289.57 CITY OF OTSEGO 01/19/06 11:30 AM Page 1 *Check Summary Register© JANUARY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid DEPT OF LABOR & INDUSTRY $11,289.57 4TH QTR BLDG SURCHARGE Total Checks $11,289.57 FILTER: None CITY OF OTSEGO 01/19/06 11:30 AM Page 1 Payments Current Period: JANUARY 2006 Batch Name 060119PAY User Dollar Amt $0.00 Payments Computer Dollar Amt $0.00 $0.00 In Balance Refer 1 DEPARTMENT OF COMMERCE - N Ck# 042051 1/19/2006 Cash Payment G250-21801 BUILDING PERMIT`SURCH VOID CK 42051 Invoice 4TH QTR VOID - $11,289.57 Transaction Date 1/19/2006 BANK OF ELK RIVE 10100 Total - $11,289.57 Refer 2 DEPT OF LABOR & INDUSTRY - Cash Payment G 250 -21801 BUILDING PERMIT SURCH 4TH QTR BLDG SURCHARGE $11,289.57 Invoice 4TH QTR Transaction Date 1/19/2006 BANK OF ELK RIVE 10100 Total $11,289.57 Fund Summary 10100 BANK OF ELK RIVER 250 BUILDING PERMIT FEES $0.00 $0.00 Pre - Written Check ($11,289.57) Checks to be Generated by the Compute $11,289.57 Total $0.00 ITEM 5 -2 Civ Gregory A. Kramber oy: ... Wright County Assessor ' tr : ` Wright County Government Center A 10 2nd Street NW, Room 240 Buffalo, W 55313 -1183 Phone: (763) 682 -7367 / (763) 683 -7368' ?855...:.. . 1 (800) 362 -3667 FAX: (763) 684 -4553 www. co. wright. mn. us I - Ic 1 A N Q y 2006 J To: Otsego City From: Randy DesMarais, Wright County Date: January 4, 2006 Re: 2006 Local Board of Appeal and Equalization Dates Thursday Day of the Week April 20, 2006 Date Minnesota Law requires that the County Assessor set the date for your Local Board of Appeal and Equalization Meeting. The 2006 Otsego City Local Board of Review and Equalization Meeting has been tentatively set for April 20, 2006 at 6:30pm. If this date is agreeable or must be changed please contact,'Randy at 763- 682 -7366 or 1 -800- 362 -3667 ext. 7366 prior to February 8 2006. Minnesota Statues1equire that in order to hold a Local Board of Appeal and Equalization meeting in 2006 there must be a quorum and at least one of the voting members must have attended the approved training. If your board has any questions or needs any information please contact Randy. Currently some of the Cities and Townships in Wright County held their meetings with a starting time of 9:OOAM, 1:OOPM & 3:OOPM. If your members are interested in starting the meeting earlier than your tentatively scheduled time please contact Randy. As there must be a quorum please notify your board members with a request that they mark their calendars. More information, including a summary of the duties and responsibilities of the Local Board of Appeal and Equalization will be provided at a later date. Your early completion and return of the attached tear off slip will be appreciated and we will send your official notice for posting as required by law. Please return to Randy DesMarais, Wright County Assessor Office, at the above address or fax to our office at 763- 684 -4553. 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: Laurie Shives / Daniel Licht DATE: 17 January 2006 RE: Otsego — City, Code; Boulevard Maintenance FILE: 176.08 City staff has been asked to update City code provisions related to maintenance of grass, trees and sidewalks within the public right -of -way outside of the traveled portion of the street. Specific clarification is needed within Chapter 7, Section 5 of the City Code regarding the care and maintenance of boulevard trees along local streets by abutting property owners. We have also eliminated references to alleys, since there are currently no alleys in the City and it is the City's policy not to allow them in the future. The remainder of the changes relate to minor editing. The attached ordinance will be considered by the City Council at their meeting on 23 January 2006. C. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA ORDINANCE NO. 2006 — 01 AN ORDINANCE AMENDING THE PROPERTY MAINTEN'ACE SECTION OF THE OTSEGO CITY CODE RELATING TO CARE AND MAINETANCE OF STREETS, SIDEWALKS AND TREES WITHIN THE CITY OF OTSEGO THE CITY COUNCIL OF THE CITY OF OTSEGO HEREBY ORDAINS: Section 1. Section 7, Chapter 5 of the Otsego City, Code shall be amended to read as follows: SECTION 7 PROPERTY MAINTENANCE Section: 5 -7 -1 Definition 5 -7 -2 Snow, Ice, Dirt, and Rubbish Removal 5 -7 -3 Weed Elimination 5 -7 -4 Public Health and Safety Hazards 5 -7 -5 Installation and Repair of Water Service Lines 5 -7 -6 Repair of Sidewalks 5 -7 -7 Street Maintenance 5 -7 -8 Tree Care 5 -7 -9 Street Lighting System 5 -7 -10 Personal Liability 5 -7 -11 Penalty 5 -7 -1: DEFINITION: The term current service as used in this ordinance means one or more of the following: snow, ice, or rubbish removal from sidewalks; weed elimination from boulevard grass plots between the back of curb of a public street and the property line or from private property; removal or elimination of public health or safety hazards from private property, excluding any hazardous building included in Minnesota Statutes, Section 463.15 to 463.26; installation or repair of water service lines; street sprinkling, street flushing, light street oiling, or other dust treatment of streets, repair of sidewalks; trimming and care of trees and removal of unsound and insect- infected trees from the public right -of -way or private property the operation of a street lighting system, the operation and maintenance of a fire protection system or pedestrian skyway system. 2 5 -7 -2: SNOW, ICE, DIRT, AND RUBBISH REMOVAL: A. All snow, ice, dirt, and rubbish remaining on a public sidewalk more than twelve (12) hours after its deposit thereon is a public nuisance. The owner and the occupant of any property adjacent to a public sidewalk shall use diligence to keep such walk safe for pedestrians. No such owner or occupant shall allow snow, ice, dirt, or rubbish to remain on the walk longer than twelve (12) hours after its deposit thereon. B. The authority designated by the City Council shall remove from all public sidewalks all snow, ice, dirt, and rubbish as soon as possible beginning twelve (12) hours after any such matter has been deposited thereon or after the snow has ceased to fall. He shall keep a record showing the cost of such removal adjacent to each separate lot and parcel and shall deliver such information to the City Clerk. 5 -7 -3: WEED ELIMINATION: A. Any weeds, whether noxious as defined by law or not, growing upon any lot or parcel of land outside the traveled portion of any street in the City to a greater height than twelve (12) inches or which have gone or are about to go to seed are a nuisance. The owner and the occupant shall abate or prevent such nuisance on such property and on land outside the traveled portion of the street abutting on such property. B. On or before June 1 of each year and at such other times as ordered by resolution of the Council, the City Clerk shall publish once in the official newspaper a notice directing owners and occupants of property within the City to destroy all weeds declared by Section 5 -7 -3.A to be a nuisance and stating that if not so destroyed within ten (10) days after publication of the notice, the weeds will be destroyed by the authority designated by the City Council at the expense of the owner and if not paid, the charges for such work will be made a special assessment against the property concerned. C. If the owner or occupant or any property in the City fails to comply with the notice within ten (10) days after its publication, the authority designated by the City Council shall cut and removal such weeds. He shall keep a record showing the cost of such work attributable to each separate lot. and parcel and shall deliver such information to the City Clerk. 5 -7 -4: PUBLIC HEALTH AND SAFETY HAZARDS,: When the City removes or eliminates public health or safety hazards from private property under Ordinance No. 6- 2, the City's Nuisance Ordinance, the administrative officer responsible for doing the work shall keep a record of the cost of such removal or elimination against each parcel of property affected and annually deliver such information to the City Clerk. This section does not apply to hazardous buildings under the hazardous building law, Minnesota Statutes, Sections 463.15 to 463.26. 5 -7 -5: REPAIR OF SIDEWALKS: A. The owner of any property within the City abutting a public sidewalk shall keep the sidewalk in repair and safe for pedestrians. B. The authority designated by the City Council shall make such inspections as are necessary to determine that public sidewalks within the City are kept in repair and safe for pedestrians. If it is found that any sidewalk abutting on private property is unsafe and in need of repairs, he shall cause a notice to be served, by mail upon the record owner of the property and the occupant, if the owner does not reside within the City or cannot be found therein ordering such owner to have the sidewalk repaired and made safe within fourteen (14) days and stating that if the owner fails to do so, the authority designated by the City Council will do so on behalf of the City, that the expense thereof must be paid by the owner, and that if unpaid it will be made a special assessment against the property concerned. C. If the sidewalk is not repaired within fourteen (14) days after receipt of the notice the authority designated by the City Council shall report the facts to the Council and the Council shall by resolution order said authority to repair the sidewalk and make it safe or order the work done by contract in accordance with the law. The authority designated by the City Council shall keep a record of total cost of the repair attributable to each lot or parcel or property and report such information to the City Clerk. 5 -7 -7: STREET MAINTENANCE: A. The Council shall each year determine by resolution what streets shall be sprinkled or flushed, oiled, or given other dust treatment during the year and the kind of work to be done on each. The Council shall also determine by resolution from time to time the streets and boulevards on which trees shall be trimmed and cared for, the kind of work to be done, and what unsound trees shall be removed. Before any work is done pursuant to either of these resolutions, the Clerk shall, under the Council's direction, publish notice that the Council will meet to consider such projects. Such notice shall be published in the official newspaper at least once no less than two (2) weeks prior to such meeting of the Council and shall state the date, time, and place of such meeting, the streets or boulevards affected and the particular projects proposed, and the estimated cost of each project either in total or on the basis of the proposed assessment per front foot or otherwise. B. At such hearing or at any adjournment thereof, the Council shall hear property owners with reference to the scope and desirability of the proposed projects. The Council shall thereupon adopt a resolution confirming the original projects with 4 such modifications as it considers desirable and shall provide for the doing of the work by day labor through the authority designated, by the City Council or by contract. C. The authority designated by the City Council shall keep a record of the cost and the portion of the cost properly attributable to each lot and parcel of property abutting on the street or boulevard on which the work is done and shall report such information to the City Clerk. 5 -7 -8: TREE CARE: A. Maintenance and care of trees installed within the boulevard of the public right - of -way along local streets shall be the responsibility of the owner of abutting property including, but not limited to, providing adequate water and trimming as necessary to maintain adequate visibility within the traveled portion of the street. B. The Council shall may determine by resolution from time to time the streets and boulevards on which trees shall be trimmed and cared for, the kind of work to be done, and what unsound trees shall be removed. C. The City Clerk shall, under the Council's direction, publish notice that the Council will meet to consider such tree maintenance projects. Such notice shall be published in the official newspaper at least once no less than two (2) weeks prior to such meeting of the Council and shall state the date, time, and place of such meeting, the streets or boulevards affected and the particular projects proposed, and the estimated cost of each project either in total or on the basis of the proposed assessment per front foot or otherwise. 5 -7 -9: STREET LIGHTING SYSTEM: The City Clerk shall keep a record of the cost of operation of the street lighting system for the twelve (12) months preceding September 1 of each year and the portion of the cost properly attributable during that period to each lot and parcel of property abutting on the street in which the system is located. All such costs shall be collected in the manner provided by this ordinance. 5 -7 -10: PERSONAL LIABILITY: The owner of property on which or adjacent to which a current service has been performed shall be personally liable for the cost of such service. As soon as the service has been completed and the cost determined, the City Clerk, or other designated official, shall prepare a bill! and mail it to the owner and thereupon the amount shall be immediately due and payable to the office of the City Clerk. (Ord. 91 -12, July 22, 1991) 5 -7 -11: ASSESSMENT: On or before September 1 of each year, the Clerk shall list the total unpaid charges for each type of current service against each separate lot or parcel to which they are attributable under this ordinance. After notice and hearing as provided in Minnesota Statutes, Section 429.061, the Council may then spread the charges against property benefited as a special assessment under Minnesota Statutes, Section 429.101 and other' pertinent statutes for certification to the County Auditor and collection along with current taxes the following year or in annual installments, not exceeding ten (10), as the Council may determine in each case. (Ord. 91 -12, July 22, 1991) 5 -7 -12: PENALTY: Any person who maintains a nuisance in violation of Section 5 -7 -3 and any person who interferes with a City employee or other authorized person in the performance of any current service under this ordinance is guilty of a misdemeanor, but prosecution shall be brought for such violation only on the direction of the Council. If convicted of such violation, such person shall be subject to a fine or imprisonment, and the costs of prosecution in either case may be added. Section 2. This Ordinance shall be in full force and effect from and after its passage and publication according to law. ADOPTED this 23`d day of January 2006 by the Otsego City Council. CITY OF OTSEGO M Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk/Zoning Administrator Motion by , Seconded by Fournier: Heidner: Scharber: Stockcamp Throstad: 2 (7 i C 11 December 27, 2005 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Mississippi Shores 81h and 7th Frontage Road Improvement Contractor. S.R. Weidems Contract Amount: $702,497.75 Award Date: June 28, 2005 Completion Date: December 1, 2005 Dear Council Members; The following work has been completed on the above - referenced project by S.R. Weidema. Aid Qchwnulw -.A^ _ 0--ln From:S R WEIDEMA 763 428 9095 01/13/2006 10:52 #600 P.001 /004 ITEM 5.4 PAY ESTIMATIE #5 Contractor CITY OF OTSEGO Improvement Project 05 -05 MisS193ippi Shores 6th and 7th Frontage Road Improvement Item Deaui lion Eetlmated puantl Unit Price Contmet Price Used to Dete Extension 1 Rtmova PSMAQ Lot 3 EACH 500 0 1,500.00 3 S 1.500.00 2 Salve a Godra enc Sign 1 LF 1 00.00 1, 200.00 160 $ 3 4 Sew C ut Pavemeni ve Bltuminous 280 7 6 LF SY 3:00 1.85 789.00 8 13 075.00 280 642 3 780.00 11 608.75 5 Remove Curb and per 920 LF S 2.25' 2,070.00 500 1 125.00 8 Remove Treatment Tanks 2 EA CH ,800.00 3,800.00 2 S 800.00 .7 Rem oyg CMP Culvert 505 LF 1 3 10.00 5 5.050. 506 S 5,050.00 6 cmove RCP F.E . 2 EACH S 200.00 S 400.00 2 I s 400.00 9 Selvage 24' RC 4 LF 12.60 300.00 24 300.00 10 Selvage Hydrant and Valve 1 EACH 0.00' s 250.00 1 1 250.00 11 12 Salve a and Relnstall Chainlink Fqrl Landscape Tree /Staub Removal 140 1 LF LS 25.00 1.00 .00 3 3,500.00 1 000 Do 1 S - 6 1000.00 Total Bid Schedule - A - S 33, 25,613.78 Rid Q�k-hd. "0 _ e:-1- Q.,.,.. Item Deecd lion 9e11metetl Quantity Unit Price Contract Price uses to Date Extension 1 Faix3viRt o We91 End of Seirver Crosain - CSAH 42 Connect Exletincl Manhole 1 2 L3 EACH 2,740.00 1 600:00 2 7d0 00 S 3,800.00 1 6 2,740.00 3,600. cc 3 6" PVC SDR28 265 LF S 4 ,00 12 720.00 160 S 7,680.00 4 e" PVC SDR28 70 LF i 60:00 3,5 .00 92 4.800.00 5 12 PVC i -20 1228 LF 5 71.0o'! 87 048:00 1228 6 97.046.00 6 12' PVC 2(r-2Z §56 LF 60.00, 52,ASP.Do 501 S 40:080.00 7 6'x8' PVC Service Me 1 EACH I S 56.00 6 65.00 8 129 x" PVC Service VWa 3 EAGH S 150,CD S 450.00 1 S 150.0 B 8"Pluo 3 EACH 3 60.00 S 160.00 i S 60,00 10 B" Plug EACH 70.00 S 140.00 2 8 140:00 11 112"Pluo 3 1 EACH 6 106.00 S 315.00 3 S 315.00 12 CcnneG E)dstlnq Business to Sanitary Service t GACH S 370.00 370.00 1 370.00 13 8tanderd Manhole 0.10' 8 EACH 2,71S.00 21 720.00 9 24 14 Extra Depth Manhole 80 LF 180.00 12 800.00 .75 12.000:00 15 Edemal 4anhole Eteale 8 • EA 9 195. 1,56000 16 1'relViss Sarillary Sewer 1682 LF 6 1145 2,728.90 Total Bid Schedule "B" S 202 8 •183,2 MlAnpc Dc I ,/ From:8 R WEIDEMA 763 428 9095 01/13/2006 10:53 #600 P.002 /004 m C^ is nnonn Aid s.tied..lo "e. - W.te...m„ PAY ESTIMATE #5 CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement Contractor Item Description Estimated Cuentity Unit Price Contract Price Used to . Date Extenslon 1 Connect to Existing 16" x 12" Cross CC #1 2 EACH S 250.00 $ 24 $ 2 6" DIP Claes S2 Z49 LF 21.00 5.228:00 16 6.638.00 3 12' DIP Class 2 1537 LF $ 28.46 S A3.727.85 1648 S 48 828.70 4 Watermaln Rnin a 4040 L9 3 1.43 $ 5,858.00 4040 $ 6 858,00 5 6' Gets Valve and Box 9 EACH 675.00 3 6075.00 10 6,750.00 8 12' BuWy Vshre 5 EACK 6 1,070.00 S 5 350. 0' 5 S 5,350.00 7 HydrariL 5 EACH $ 2,100. 0 10 500.00 7 14.700.00 8 Inetell Salvelled HycirAnt I 1 EACH 540.00 3 Sa0.00 1 605.00 B Connect ExlsUn Business Water SeMce 1 EACH 6 276.00 S 276.00 1 27S.00 10 Connect to Existing Hydrant Stub CO /1 1 EACH 320.00 6 8 $ 11 4' ThIck Insuldpri 120 SF 3.25. 380.00 120 390.00 WA t..l.a.1„in "n" _ Q. - sty.,.". Totel Bid Schedule "C" $ 77,944.66 8 86,787.70 Item Description Estimated antltv Unit Price Contract Price Used to Date Extension 1 Install S RCP 24 LF 10.00 384.00 24 $ 384.00 2 Conned to WsOno Storm Sewer Manhole 1 EACH 2,360.00 2,380.00 1 3 380.00 3 12 " RCP Class B Co i81 139 LF $ 17.00 's 3763.00 lei 4401,00 d 8" RCP Clese 5 202 LF 6 27.80 S 5,576.20 188 5,218.40 5 24' RCP Class 5 1339 LF S 3$,20 . 52,408,80 1388 JL 53 086. B 27" Steal Casing 110 LF 175.00 "$ 19.250.00 1 d 5 21 700,00 7 18' DIP 108 LF 57.00 +' 6,155.00 IN $ 7,410.00 B " Diameter CatdlBasin 0 -1D Depth) 1 EA ;H S 605.00 "S 605.00 1 605.00 9 48 'Diameter Manhole 0.10' '10 EACH S 1.0 Q +S• 10,700.00 10 S 10 700.00 10 80" Dlemeter M o c 0-10' Depth) B EACH 1,790.02 14 320.00 8 S 14,320.00 11 84" Diameter Manhole 0-10' Depth) 1 EA q N 3000.00 3,880.00 •S 3,860.00 aslln R3067 -L 11 F-A H S 360.00 + 3.980.00 11 3,930.00 13 Ceednit R4W 3 EA Ck $ 220.22 S 060.00 3 Seam 14 ceaunq BUM 2 EACH 290,00 6 0.00 2 580.00 15 R1733 4 EACH 255.00. 1.020.00 d 6 1 16 l Cyslina I 15" RCP Class 6 CO;01 Inc LF $29.00, 2.200.00 115 $ 5,335.00 Total Bid Schedule "D" $ 128, 672.00 $ 134,176.20 Item Description Estimated Quantity Unit Price Contract Price Used to Date Extension 1 Mob Ilzedon 1 LS $ 19,500.00 _ $ 19 500.00 1 S 19.500.00 Common Excavation 1 LS 9 10:665.00 10,865.00 1 S 10 685.00 3 Granular Borrow (Plant 5520 CY 0.01 S 55.20 5520 S 55.20 4 To eoll Borrow Plan 800 Cy $ 12.00 S 7,200.00 600 7,200.00 Anarsaite, Base Class 00 Crushed 3270 - TN 6 13.85 S 45 616.50 3200 8 Bituminous Nor --; Q V3 1050 TN S 34.86 36 382.50 1300 45,04 ,00 7 Bituminous Wur Course LV4 776 TN S 43.00 S 33 780.00 8 Iffiturnincys Material for Teck Cost 415 GAL 1.25 1 S 61 B 7 n06npr- PF "7 From:S R WEIDEMA 763 428 9095 PAY ESTIMATE 05 CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement 01/13/2006 10:53 #600 P.003 /004 Contractor Item Description Estimated uentl Unit Price Contract Price Used to Date Extension 9 Concrete Curb and Gulter 8818 3215 LF S 8.53 27 498.26 4395' S 37 577.25 10 4• C oncrete Walk with Granular Base 1460 SF 4.00. ,840.00 4053 1S,212.00 11 Tref a Control 1 LS S 7.600.00 . 5 7.500.00 1.06 7 12 Sarneadee Tyee 111 31 EA S 245.00 7,595.00 18 S 3.920.00 13 E iAns 125 6F 23.00 $ 2,075.00 1 S 274.28 14 Pavement Marking 1 LS B 984.00 9 964.00 - 15 Inlet Protecllon 17 EA 240.00 5 4 , 080.00 17 S 4 , 080,00 1 d Fcrfli;cr 0,63 AC 1,200:00' 7$0.00 0.91 1, 092.00 17 God 1500 SY 0 'r 5 4,500M 1500 4 18 SIII Fence 300 LF 3.00 800.00 E 19 Reinstall Godrelhem Stan 1 LS E q n00.00•. 5 4,000.0a 1 1 $ Total aid Schedule "E" 6 229,270.20 S 202,391.45 era "n_tA . eu.....a +e-- r_seau Al e—.1— _ A—Im— r rr.,d.. Item Desert Lion Estimated Ouent[DL Unit Price Contrast Price Ueed 10 Date Extension 1 15" PVC Grade Correction I LS 30 A I nr S 30181.00 1 30181.00 Total Bid Schedule "BA "' $ 30, $ 70,161.00 Bid Schedule "1}2' - Altsmeta "B" CSAH 42 Croseln - Sanitary i Ueed to Item Descri Item Estimated Quantity unit Price i Contract Price Data Extension 1 27 Steel Pips Caaln - JackInQ 130 1 LF 260.00 . - 1 6 4,752.0 2 Connect to Existing Manhole 1 EA, $ 21030.00 6 1 $ 7, 128.00 3 15° PVC SOR 153 LF 6 22.00 3 1 $ 4 Standard Manhole 0 -10' 2 EA S 2,850.00 1384.91 37 1,3U.91 5 Extra be m Mennole 20 LF 155.00u 274.28 1 S 274.28 6 External Manhole Seals 2 EA - 7 Plucs Existing 15"Sewerune 1 8 1 Remove Manhole I EA 1 5 250.00 ! $ Item Descrip Estimated Quantity Unit Price Contact Price Used to Date Ext■nslon 1 Telephone Fiber 0 do Condult Rolocetion 1 LS a 752.00 4 1 6 4,752.0 2 Watermsln Connection ModlOcanon 1 LS 7,128. 7,128,00 1 $ 7, 128.00 18' Butiertl Valve 1 5 1 262.03 $ 1,262.03 1 1-282.03 4 r 18' DIP 37 LF 1 5 37.43 1384.91 37 1,3U.91 5 3 Water Shutolt Extenslona 7 1 LF 39:18 274.28 1 S 274.28 Total Bid Schedule "D-2" $ >F Bid Schedule "F" • Chance Order 01 Total Bid Schedule ",F S 14,$01.20 $ 14,801.20 n� o From:3 R WEIDEMA 763 428 9095 01/13/2006 10:53 #600 P.004/004 SUMMARY OF BIDDING PAY ESTIMATE #5 CITY Of OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement Contractor $ 26,613.7 164,,216.00 $ 66,767.70 S 13 $ 202 361.46 $ 30.181.00 $ g 16,801.20 $ 51,637.83 7211,764.99 3 8 417.76 $ 84,322.06 $ 234,06136 $ 164,283.71 $ 182,639.34 $ 20,809.96 Bid Schedule'A" Removele Bid Schedule "B' Sanitary Sewer Bid Schedu la "C" Watermeln Bid Schedule "D' Stnnn Sewer Bid schedule "E" street Bid Schedule "B - 1" Alternate 1 9 CSAH 42 Croeeing - SMmrY Correction Bid Schedule'B•2".Alterriato "B" CSAH 42 Crowing - Senitery Jackln0 810 Schedule ° F Change Ordergl Bid Schedule 'G" Change Order #2 TOTAL LESS 5% RETAINAOE LESS PAY ESTIMATE #1 LESS PAY ESTIMATE 92 � LESS PAY ESTIMATE #3 LESS PAY ESTIMATEl0 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: S,R. WEIDEMA Cenlnaeuon by Contreeter edify I items and J amounts are correeLlor the work oornpleled to dale. Signed; . Title: • • r Date Z ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certlflteuion by Engineer we recommend pvymentforwortt and Quanduea ea shown. Titre; Dale OWNER: CITY OF OTSEGO Signed: Tide: bete c PF - A nnonn TOW old seneawd _.r_. 93,82 8.OD 2oa,4oa.eD $ $ 77,966,65 128,872 229,1702 $ S 30,161.00 $ 11,801.2D g 61,637.63 Contractor $ 26,613.7 164,,216.00 $ 66,767.70 S 13 $ 202 361.46 $ 30.181.00 $ g 16,801.20 $ 51,637.83 7211,764.99 3 8 417.76 $ 84,322.06 $ 234,06136 $ 164,283.71 $ 182,639.34 $ 20,809.96 Bid Schedule'A" Removele Bid Schedule "B' Sanitary Sewer Bid Schedu la "C" Watermeln Bid Schedule "D' Stnnn Sewer Bid schedule "E" street Bid Schedule "B - 1" Alternate 1 9 CSAH 42 Croeeing - SMmrY Correction Bid Schedule'B•2".Alterriato "B" CSAH 42 Crowing - Senitery Jackln0 810 Schedule ° F Change Ordergl Bid Schedule 'G" Change Order #2 TOTAL LESS 5% RETAINAOE LESS PAY ESTIMATE #1 LESS PAY ESTIMATE 92 � LESS PAY ESTIMATE #3 LESS PAY ESTIMATEl0 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: S,R. WEIDEMA Cenlnaeuon by Contreeter edify I items and J amounts are correeLlor the work oornpleled to dale. Signed; . Title: • • r Date Z ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certlflteuion by Engineer we recommend pvymentforwortt and Quanduea ea shown. Titre; Dale OWNER: CITY OF OTSEGO Signed: Tide: bete c PF - A nnonn TOW old seneawd _.r_. Jan 18 2006 6:00PM BON'ESTiR00 ROSENE RNDERLIK 6516361311 P.1 ,1 1TEM 5 -5 Bonestroo F' ec / ■ Transmission Coed to City Adm �■ Fmm" VI Associams Fngtneers 6 Architects Date: 1/18/2006 To: Milo Robertson cc y'udy Hudson Organi ? on: City of Otsego y Fax Nuier. 763 -441 -8823 4` Subjec Otsego East WWTF - Change Order No.2 From: Justin Kubisiak Our File No: 503 -04108 Pages to Follow: 3 Original Will Follow in Mail: Yes ® No ❑ Mike anq Judy, Attache , a copy of Change Order No.2. Formal copies are in the mail and should reach you by Monday. If you a gcornfortable with the document, please include in the council packets for the January 24` meeting 'm will follow -up to see if this will be at council on the 20. Maury Kallman will attend the meeting �r support. is F it w• Thanks, V.1 4 Justin K . - isiak Rosene, Anderlik and Associates, Inc. www.bonestroo.com Jan 18 2006 6:00PM B'ONESTR00 ROSENE RNDERLIK 6516361311 Y. O1 /18 /20 WED 15;18 FAX 763 559 3736 GRIDOR CONSTR., INC, p.2 0002/003 s trqo Ot� =r: Ci of 044a o, . 8999 Nadu&Ave. Nl;, Ouo MN. 55330 -7314 gate Jt� 12, 200 MEG M 6 ' aoatrnctrr: C d&f Coasttuction Inc, 3990 17ih St sp,19uftio, MN, 55313 Pitg(rmers ;, . 'setts Co . Liberty Mutual Iwumcc Gom OJ1 lwardan n Curponun Center 450 Plymouth Rd , Bead No: 194 013,947 I, k • CHAPiGE ORDER NO. Z W. OTSEGO EAST WASTEWATER TREATNMNT FACILITY 13RA PILE NO. 000503- 04108 -0 4* rx ,^ F� Seri o W r Item 1. ee for dM relocation of the e: odng transfolnler in the basemtent of the control blrildmg per Proposal Request No. 12 an , oracy power egmpirreat and labor- needod to keep r,3b rs running wing p101 energy sblit- &wnlswltch Over.. item Z. hides for additlonalPlantings along the south.side of the property as slnnwn per Proposal Request W 14- Item 3. v'des for electrical eotbi is for t%e six (6) lirtare mixers per Proposal Requcst No. 15. Item 4. s for ahm inum grating at the top of the wasting and -newly con structed post aeration tame per Proposal Request Item S. F, idea additimul h'baglass Zeinforced plastic ftmtrgnetdod to support grating ova the U.V. channel in the disiuie branding. Contract Unit Total Y 1y Item Vnit. Quantity 1Rtce Amowit y rr �S Cti 1 TRAN%yoktmm RmncAT10wrm' eORAPv LS 1 $4.167.00 S4 .167.00 '�" � POw1:ItTO ��XBRS s3 2 s ADDITIONAL PLANTINGS AT MM LS Z $4,657.00 34,(47.00 3e3 CONDUTr FOR FUTURRMIXBRy LS 1 $6.823.00 S6.823.00 r1 ; 4!. ALUM S1.500.00 ATPOY AMAMON LS 1 $12.371.00 512,371.00 r, I�RI' FRAMQdQ AT U V. I�I,SlNk7'CT10N LS >t $1.500.00 11,500.00 �4 aZ9,S18.00 �' TOTAL CHANCE OTt'rI t NO. 2: Jan 18 2006 6:OOPM BONESTR00 ROSENE RND'ERLIK 6516361311 p•3 01/18/200M ` 6D 15:18 FAX 763 559 3736 GRIDOR CONSTR. , INC. 9003 /003 041irw ontract Amount $9,195,300.00 Previous; „ ange Orders $8,548.00 This Ch go Order $29,518.00 Revised . traetAmount (including this change order) a1 S9,233,366.00 �s C CONTRACT TIMES Ori ginal ;` nlraet Times: SubstaiAal Completion (days or date):. Ready final Payment (days or date): Increase : this Change Order: Sufis ' I Completion (days or dale): Ready, final Payment (days or date): Contract'me with all approved Change Orders. Substav Completion (days or dale): Ready r r'mal Payment (days or date): for Approval by: 1, ROSENE, ANDERLIK & ASSOCIATES, INC. Dale CC Dare: 1 Contractor. Approved by Owner: 'ONSTRUCTION INC CITY OF OTSEGG r #17 - Date & Assoc. it Yom' January 12,2006 City of Otsego 8899 Nashua Ave. NE Elk River, MN. 55330 9859 Parrish Ave. NE Otsego, MN 55330 (763)241 -0772 Lawn Maintenance Proposal -2006 April 3 thru October 31. ITEM .5.6 J A N, / JY �� `V 06 �i 1 City of Otsego Properties $10,686.00 Water and Sewage Department $5,379.00 Parks and Recreation Department $20,790.00 Total 2006 season $36,855.00(plus MN Sales Tax) Payment due by the 15th of the moni.— 7 month season $5,265.00 due each month, (plus MN Sales Tax) FUEL CLAUSE: January 1, 2006 fuel price was $2.19 If fuel prices go up more than 25 cents ($2.44 or more), you will be assessed a 2.5 %'increase on that month's invoice. Anytime fuel prices are below $2.44 the original bid is in effect. Tha You ,; C?,EVt.c'+4 T 1. Randolph Brenn P Y January 12, 2006 City of Otsego Properties - 2006 Otsego City Hall 1. Spring cleanup 2.Mow and trim weekly, pick up garbage 3.Fertilize: Spring, Summer and Fall, 3 apps. Of Slow release nitrogen. 4. Spray herbicide for weed control 5. Spray roundup: curbs, rock beds and parking lot: Once a month. 6.Fall cleanup `- 7.Irrigation start up and adjustments. 8.Irrigation blow out. CITY HALL AND BALLFIELDS! Note: Irrigation problems, other than above, =-r Will be billed for after repair $5164.00 season 85th and Oakwood Lot ].Mow grass bi- weekly $539.00 season Odean Blvd 1.Mow -grass bi- weekly 2 Spray herbicide spring $1430.00 season 85th St. NE (Blvd) 1. More grass bi- weekly 2 Spray herbicide spring $1375.00 season Quaday and 78th St. (Blvd) 1.Mow grass bi- weekly 2. Spray herbicide spring $660.00 season Page Blvd 1.Mow grass bi- weekly 2. Spray herbicide, spring $1133.00 season Peavey House 1 Mow bi- weekly $385.00 season Total $10686.00 January 12, 2006 Water and Sewage Department- 2006 East Water Tower #1 1. Spring cleanup. 2.Mow and trim bi- weekly $545.00 season Pump House #2 I. Mow and trim bi- weekly $220.00 season Well #1 I. Mow and trim monthly $110.00 season West Water Treatment Plant (Subject to change for 20061 1 Mow and trim weekly per Brad $3564.00 season Pump House 43 1 Mow and trim bi- weekly $330.00 season Water Tower West #2 1. Spring cleanup 2. Mow and trim-bi-weekly $390.00 season Lift Station (56th Grt NE) 1 Mow and trim bi- weekly $220.00 season Total $5379.00 January 12, 2006 Parks and Recreation Department- 2006 Prarie Park, 3 acre woods, swale, 4 acre north, Volleyball, new parking lot, North ditch area 1. Spring cleanup 2.Mow and trim weekly 3.Fall cleanup $20,790.00 season Note: This bid does not include spring cleanup, weekly mowing or Irrigation startup of Ballfields! Per Brad ITEM 5 -7 Invoice M Consu Gro Inc One Carlson Parkway North, Suite 150. Minneapolis, Minnesota 55447 -4443 Mr. Mike Robertson City Administrator CITY OF OTSEGO 8899 N.E. Nashua Avenue Otsego MN 55330 (763) 475 -0010 (763) 475 -2429 FAX Invoice Date: 12/31/2005z Invoice No: 5521 -3� 2�UF � -vNied ro � fi, e,�,,, "! Ad ►I r a Re: Otsego Parks Professional services for the period ending Dec 31, 2005 Hours Rate Amount Grieshaber, Kenneth J Associate /L. Arch. 19.00 122.53 2,328.07 Wold, Timothy B Sr. Landscape Arch. 22.60 73.62 1,663.81 Riddle, Becky S Graphics Tech 1.00 66.16 66.16 Total SRF Professional Services - Current Period 42.60 Budget Status Total Billed Billing Previously This Budget To -date Billed Invoice Total Billings 85,000.00 10,471.27 6,413.23 4,058.04 Remaining 74,528.73 4,058.04 Total Amount Due This Invoice 1 $4,058.04 ITEM 6.1 CITY OF OTSEGO Memo To: City Council From: Brad Belair Date: 1/18/06 Re: Purchase of Tractor We have discussed in the past the need of purchasing a tractor equipped with a roadside mower and a front broom for the Pubic Works department. This piece of .equipment was originally recommended for purchase in 2005 to replace the Ford tractors currently used for roadside mowing. The new tractor mower will be more productive and safer for the operators and public. Also equipped with a front mounted broom it will be used for street sweeping and also maintaining paths. I recommend we purchase a John Deere 5425 tractor as equipped in the attached quote. The price is per 2005 State of Minnesota Contract which expires January 31, 2006. 1 was advised to expect a minimum 7 %increase in 2006. 1 also recommend trading in or selling one of the tractors the City currently owns. Budget information is also attached. • Page 1 City of Otsego Capital Equipment Fund 2005 Activity Balance, January 1, 2005 $ 197,525.44 Revenue Sale of PW Equipment 31,211.00 Expenditures 31,843.50 93 Elgin Street Sweeper 2006 Ford Pickup 36,040.25 Skidster 38,309.82 94 Ford plus paint & repair 31,781.64 95 International plus paint, & repairs 37,649.18 Total Expenditures 175,624.39 Balance, December 31, 2005 $ 53,112.05 2006 Budget Allotment 104,000.00 Total Balance and 2006 allotment $ 157,112.05 11/ Lq/ LUU3 15; dl /bJ428'JUly SCHARBER & SONS PAGE 03 January 10, 2006 Equip ment Quotation Brad Belair City Of Otsego (24418 117) 8899 Nashua Ave Ne Elk River, MN 55330 Phone: 763 -441 -8137 Fax: 763- 441 -8823 Scharber & Sons, Inc 13725 Main Street PO Box 0128 Rogers MN, 55374 -0128 John Braunshausen Commercial / Govemmental Sales Phone: (763) 428 -4107 Cell: (612) 669 -0749 Fax: (763) 428 -9019 john.braunshausen @scharbers.com Codes Qt Description Price RECAP 1 John Deere 5425 Cab Tractor 1'e:r S ec $37549.74 1 Diamond Side: Routry Road Side Mower 11600.00 I MB 7 FT Rotary Groom 7708.00 $56857.74 Tax 3695.75 $60553.49 OPTIONAL 1 Lea 9ft Front Mount Now With FI draulic Angling $5600.00 I'he S'.tate Tractor Contract Is Effective`Unti'l 1/30/06 Next Years Contract Prices Are Unknown At This Time, But We Are Ex pectin a a 3- 5 % Increase. 11/ Ln/ GIgU3 13. J1 /bJ42dtJUl'd SLHAHbLK & SUNS F'AUE 01 April 7. 2005 Equipment Quotation Brad Belair City of Otsego (3 3079) 8899 Nashua Ave Ne Elk River, MN 55330 Phone: 763 - 441 -8137 Fax: 763- 441 -8823 Codes 0tv Scharber & Sons, Inc 13725 Main Street PO Box 0128 Rogers MN, 55374 -0128 John Braunshausen Commercial / Governmental Sales Phone: (763) 428 -4107 Cell: (612) 669 -0749 Fax: (763) 428 -9019 jolin .braunshausen @scharbers.com DeSCI - i tion Price 6710LV 1 John Deere 5425 65 1-11' Utility Tractor $27724.00 1.004 1 MFWD 5660.00 1511 1 Factory Cab With Air Suspension Seat 9803.00 2321 1 24/F 24 /R. PowrReverser Transmission 3890.00 3015 1 Vertical F..xhatist Base 4050 1 16.9.3(1 R1 Bias Rear Tires Base 6450 1 11.2 -24 R I Bias Front Tires Base 7030 1 Triple Rear SCV With L -ever. Controls.'' 1889.00 7220 1 Dual Mid SCV With Joystick Control 986.00 7520 1 Telescoping Draft Links 279.00 5010 1 Electric-Hydraulic 3 Point Control 369.00 LN 825713 1 Beacon Light Kit 160.00 AL80126 1 1.1 -1 Telescoping Mirror 104.00 LVB25712 1 Rear Window Wiper with Washer Kit 221.00 1.,1 13922 1 Crab Antenna 31.00 RE 196193 1 Deere%I)elco AM -1"M Radio 322.00 $51438.00 Less 27% Minnesota State Tractor Contract Discount (13888.26) $37549.74 DSR -60 I Diamond 60" Side l-Ivdraulic Driven Rotary Mower $11600.00 State Contract Number 433962 1-IT 1 M13 7 F'r brunt Mount 1-lydraLdic Driven An rlin $7708.00 Brociril With Dual Motors and Storage Stands. Above 1"ractor and Tractor Attachments Prices Are From The Miniiesata State Contract Numbers: 434179, 435559. 435566 and Release Numbers: T- 632(5) & - l'- 628(5) : Vendor Name On PO Must Read: John Deere Con any, Lenexa KS. 66219 ITEM 7 - NOR- THWES,T A,S.S.OclA.TkD, CONS,U - TANTS, 1,N:' 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: Laurie Shives / Daniel Licht DATE: 18 January 2006 RE: Otsego - 12867 83r Street NE; Rezoning and CUP FILE: 176.02 - 06.01 On January 17, 2006 the Planning Commission held a public hearing for discussion of the proposed rezoning and conditional use permit to allow a minor subdivision of an 80- acre parcel currently zoned A -1. The parcel is located at 12867 83r Street NE and is owned by Mr. and Mrs. Eugene Goenner. The applicant was present at the public hearing and there were no comments from the public. The public hearing was closed and the Planning Commission did not discuss any significant issues with the request. The Commissioners then voted 5 -0 to recommend approval of the application. POSSIBLE ACTIONS Decision 1 - Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A -1 District to A -2 District; based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Conditional Use Permit A. Motion to approve a conditional use permit allowing a residential lot size of 3.4 acres within the A -2 District, subject to the following conditions: 1. The proposed minor subdivision shall comply with all requirements of the Zoning Ordinance and is subject to review and approval by City staff. 2. The 3.4 acre parcel shall be deed restricted to prohibit further subdivision unless there is a change in the Comprehensive Plan or the property is rezoned to allow a more intensive use. 3. The 76.6 acre parcel shall be deed restricted to not more than seven potential dwelling units subject to necessary zoning and subdivision approvals unless there is a change in the Comprehensive Plan or the property is rezoned to allow a more intensive use. 4. The applicant shall satisfy applicable park and trail dedication requirements for one new development site as a condition of approval for the minor subdivision. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and /or Subdivision Ordinance. 2 ITEM 7 -2 N -. RTHWE:S,T A. S;SO-CtATE C0111,$;ULTANiTS,,. 1;NC,.. 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: Laurie Shives / Daniel Licht DATE: 18 January 2006 RE: Otsego — Waterfront East Building E; Revised Building Plans FILE: 176.02 — 05.34 The Planning Commission discussed the plan review of revised building plans for Building E of the Waterfront East at their meeting on 17 January 2006. The applicant, John Brickley of LandCor, was present and explained that the reasons for the building's redesign were primarily aesthetics and cost. Mr. Brickley stated that after many discussions with his team of contractors and subcontractors it was determined that the proposed tower should be eliminated. After a brief discussion of the building's redesign and the significance (or insignificance) of the originally proposed tower, the Planning Commissioners voted 3 -2 in favor of the proposed redesign. The City Council shall consider the proposed changes to Building E, or more specifically, the proposed elimination of the ornamental tower, at the 23 January 2006 Council meeting. ITEM 8 -1 ENGINEERS ESTIMATE 1119ri 8 CITY OF OTSEGO TH101, CSAH 37 AND CSAH 42 WATER AND SEWER BORING AND JACKINGS Project 06 -07 Bid Schedule "A" - Site Construction Item # Description Estimated Quantity Unit Price Extension 1 Mobilization 1 LS $50,000.00 $50,000.00. 2 Remove Bituminous Pavement 63 SY $2.00 $126.00 3 e th ' Sawing Bit Pavement Full Depth) 40 LF 1 $3.25 $130.00 4 Salvage & Reinstall Sin 1 EACH $110.00 $110.00 5 Granular Fill 150 Cy $5.00 $750.00 6 Class 5 Aggregate Base 7" 151 i TON $11.00 $1,661.00 7 Will Bituminous Surface 4 [ SY $17.50 $70.00 8 Type LV 4 Wearing Course Mixture B 10 TON $50.00 $500.00 9 Bituminous Material For Tack Coat 2 k GAL $2.50 $5.00 10 Traffic Control 1 LS $20,000.00 $20,000.00 11 Silt Fence, Type Machine Sliced _ 1,050 LF $3.00 $3,150.00 Total Bid Schedule "A" $76,502.00 Bid Schedule "B" - Watermain Item # Description Estimated Quantity Unit Price Extension 12 Connect to Existing Watermain 1 EACH $2,000.00 $2,000.00 13 16" Ductile Iron Pipe Cl 52 464 LF $50.00 $23,200.00 14 12" Ductile Iron Pipe Cl 52 468 LF $40.00 $18,720.00 15 8" Ductile Iron Pipe Cl 52 40 LF $30.00 $1,200.00 16 6" Ductile Iron Pipe Cl 52 25 LF $25.00 $625.00 17 Ductile Iron Fittings 3,545 LB $4.00 $14,180.00 18 16" Butterfly Valve and Box 3 EACH $2,000.00 $6,000.00 19 12" Butterfly Valve and Box 3 EACH $1,500.00 $4,500.00 20 8" Gate Valve and Box 1 EACH $1,050.00 $1,050.00 21 6" Gate Valve and Box 3 EACH $800.00 $2,400.00 22 1 Hydrant 3 EACH $2,225.00 $6,675.00 23 12" DIP CL 52, Fastite Jt./ Fast Grip Gasket, Installed by Jacking and Boring of 20" Steel Casing 525 LF $240.00 $126,000.00 24 16" DIP CL 52, Fastite Jt./ Fast Grip Gasket, Installed by Jacking and Boring of 24" Steel Casing 406 LF $300.00 $121,800.00 Total Bid Schedule "B" $328,350.00 OT828 BID TABENGINEERS ESTIMATE B P - 2 ENGINEERS ESTIMATE CITY OF OTSEGO TH101, CSAH 37 AND CSAH 42 WATER AND SEWER BORING AND JACKINGS Project 06 -07 Invmoe Bid Schedule "C" - Sanitary Sewer - Gravity "D" - Sanitary Sewer - Force.Mains Estimated Quantity Unit Price Extension Item # Description 25 8" PVC SDR 35 8 -10' Dee 20 LF $16A0 $320.00 20 LF $25.00 $500.00 26 8" PVC SDR 35 12 -14' Deep 39 Connect to Existing 8" Force Main 50 LF $35.00 $1,750.00 27 12" PVC SDR 35 12 -14' Deep 20 LF $45.00 $900.00 12" Force Main - DIP CL52 28 12" PVC SDR 35 14 -16' Deep 20 LF $55.00 $1,100.00 446 29 12" PVC SDR 35 16 -18' Deep 24 LF $30.00 $720.00 EACH $1,000.00 30 8" DIP CL 52 10 -12' Deep 195 LF $45.00 $8,775.00 31 12" DIP CL 52 12 -14' Deep 8" DIP CL 52, Fastite Jt.w /Fast Grip Gasket, Installed by Jacking and 1 EACH $5,000.00 $5,000.00 $16,800.00 45 32 Bonn of 16" Steel Casing 12" DIP CL 52, Fastite Jt.w /Fast Grip Gasket, Installed by Jacking 84 LF LF $200.00 $240.00 $91,440.00 937 33 and Boring of 20" Steel Casin Standard 48" Sanitary Sewer Manhole 0 -8' Dee Standard 48" Manhole Overde th> 8 ft . 381 5 37 EA VF $2,000.00 $105.00 $10,000.00 $3,885.00 34 35 36 Standard - Sanitary Sewer Drop-Manhole 0 -8' )eep Dro Manhole Outside Dro Overde th> 2 ft 1 7 EA VF $2,800.00 $185.00 $2,800.00 $1,295.00 37 38 iTelevise Sanitary Sewer 814 LF $0.50 $407.00 s, wn eno nn Total Bid 5cneawe u Bid Schedule "D" - Sanitary Sewer - Force.Mains Estimated'Quantity Unit Price Extension Item # Description 2 EACH $1,000.00 $2,000.00 39 Connect to Existing 8" Force Main 40 8" Force Main - DIP CL52 90 LF $30.00 $2,700.00 41 12" Force Main - DIP CL52 447 LF $40.00 $17,880.00 42 16" Force Main - DIP CL52 446 LF $50.00 $22,300.00 4 EACH $1,000.00 $4,000.00 43 8" Gate Valve / Valve Box 3 EACH $1,500.00 $4,500.00 44 12" Gate Valve / Valve Box 1 EACH $5,000.00 $5,000.00 45 16" Gate Valve / Valve Box 937 LBS $4.00 $3,748.00 46 Ductile Iron Force Main Fittings; 12" DIP CL 52, Fastite it./ Fast Gasket, Installed by Jacking and F 545 LF $240.00 $130,800.00 47 Boring of 20" Steel Casing 16" DIP CL 52, Fastite Jt./ Fast Grip Gasket, Installed by Jacking and $163,500.00 48 Boring of 24" Steel Casing Total Bid Schedule "D' 545 LF $300.00 $354,428.00 SUMMARY OF BIDDING: $899,972.00 TOTAL BID SCHEDULES A -D BP -2 OT528 BID TABENGINEERS ESTIMATE RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a Motion passed by the council on 10/10/05, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the construction of Improvement Project No. 06 -07, TH 101, CSAH 37 and CSAH 42 Water and Sewer Boring and Jacking. 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 January 19, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved.. 2. The City Engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on February 21, 2006, 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 per cent of the amount of such bid Larry Fournier, Mayor Judy Hudson, Clerk S : \Municipal\AOTSEGO \628 \SPEC \OT resAppPlansOrdAd.doc CONSTRUCTION PLANS IMPROVEMENT PROJECT 06 -07 TRUNK SANITARY SEWER, WATERMAIN AND FORCEMAIN JACKINGS UNDER TRUNK HIGHWAY 101, C.S.A.H. NO. 42 AND C.S.A.H. NO. 37 FOR CITY OF OTSEGO, MINNESOTA I E < I L � SITE �;; li j 'PROJECT SITE Pwiip ' SHEET 2 f PROJECT SITE \ SHEETS < `;SHEET 4 PROJECT SITE ,_. f I 1 /_...;nf r l . : I � _PooH IsIaE� 1 PROJECT SITE SHEET 7 PROJECT SITE' SHEETS _ I 1 � I -� T '- � 65TH S�RE�i IT ` 5 6' ,I 1==ij Anderson Anderson Assoc.,Inc. [� cln OF OTSEGO ON THE CHE THIS PLAN CONTAINS 9 SHEETS 1. 7111E SHEET 2. TRUNK SANITARY SEWER AND WATERMAIN JACKINGS UNDER TH 101 NORTH OF C.S.A.H. NO. 42 3. TRUNK WATERMAIN JACKING UNDER C.S.A.H. NO. 42 WEST OF OUADAY AVENUE N.C. 4. TRUNK rORCEMAIN JACKINGS UNDER DUADAY AVENUE N.E. SOUTH OF C.S. A.H. 42 S. TRUNK SANITARY SEWER AND WATERMAIN JACKINGS UNDER C.S. A.H. NO. 42 EAST Or TH 101 6. TRUNK WATERMAIN AND FORCEMAIN JACKINGS UNDER C S A.M. NO. 37 WEST OF T.M. 101 7. TRUNK SANITARY SEWER AND WATERMAIN JACKINGS UNDER C.S A.N. NO 37 (707H STREET N,E.) EAST OF TH 101 9. TRUNK.WATERMAIN AND FDRCEMMN.JACKINGS UNDER T.H. 101 AT 65TH STREET 9. DETAILS I hereby cerllfy thot this p1m. sp,cificoti— or repo,( was prepared by me o, under my abed superrisloA 0 ouly Licensed Protessi —I Engineer uoeer and Ihot I the lows of the Slate el Mi.— to 26052 R NALD J. ER P.E. License No. Oel CITY [ GI EE - - 41600 / WILL J. MO IS JR., .E. Lkense No. Dale PROJECT ENGINEER I OF VICE MAP I YT ' � - YYl - rl - 'r �; I � � I 1 ' i � I •� �� g 1 e 12" BUTTERRY AND WATER AND .o0ti .C. NNECTIONS BY I i R Ci Z ; 70 o SO lo 4 12 PLDD I . I; v I !I W I srx6 FLn 22.50' BEND r) t2 416LF- I ( ]DEF-12 "DIP CL52 DIP WATERMAIN I I i 3 5' I C !, J x12" PLUG 11.25' BEND { I V u m i r l I i l CND CONSTRUCTION I 1 -7 F ' m = ` --12'X12 " %12" TEE 12" PLUG 25Lf - 1 r }� -IY' BUTTERFLY VALVE 2' PVC O O .. T SDR 35 AT 0.225 H p3 E R1 v-k u .12" 0.52 DIP 1 8 + ANITARY SEWER j j I j I • 20Lf -12 "DIP i +0 i MH p4 � a o g ` 20LF -12" PVC -EA AND AT 0.227. II" PLUG \ GRUB�TREES I I LC 1 2" PLUG END CONSTRUCTION ! i i ; i WATER AND SEWER CONNECTIONS BY OTHERS NOTE: CONTRACTOR MUST CONTACT .i . fl 1 1 b 'GOPHER STATE ONE CALL" AT I (651) - 454 -0002 FOR LOCATION OF 1 - ?•.O ET INC UTILITIES BEFORE START .... ..... .......... ....... 1. ............. .''. .............. ... .............. ....... .... ... ..... I' ...... ........:... ........ ... ...... ........ .... .......... . I ...... ......... .. ....... ... ... ...... .. .. ..... ..... .,... .I. ' .... ... ..... ... F ONS UCTI N. ..... 875 .......................... .......... ........:................ _.............. ... .... ..... .... .... .............. .......... ....... ...... .:............ ..... _ ....: ..................... ..:.. .. __ ..:.......:........._........ ................. 8 75... ...................... ..... < PRDPDSED CR05S sccnDK a 3 870 ...............:..>•....... ...��.........:................ .............. .... ... ..... .... ......... t o ... ......... .. F ' :� cKlsnNC rnoueD ncv 1 — . 870 c I1: . 865 .......................� ........ x ..... .... .... ... — _ — ° _ ........ — .... ....... .... .......... .. ..........._... ... ............................... ..:. ....... F :N .. _ \ .. ... . F^ N z / r c _ o .. � c mo e c 860 WATERPROOF COVER -. o ... . .... .. . .:... . . ... /.a . .. . ... m�'c ..... .. ... .. ...... R'� .... e.lV .... .. .. .. WATERPROOF COVER.. .. .. ...... B6O � N ry o .. .... .ANDCASTINL .... ... ... O / ry Z\ o. AND CASTING' ... / Z F .Tz- }�' 0 0 4 6 _ Z F _ 851 �.� ?�.... . . .... .. .... v /. TOP. OF 1555 m e� a ... .. .... .... .. .. .. ... ... v, .. .. ..... .. ...... ..... d . \. . ... TOP OP ui In ut'' CASING 849.90 u� u, - - CASING: 849.90 e oy 256LF -20" STEEL CASING -WALL THICKNESS -0.250 O WATERPROOF MANHOLE INCH MINIM d�� I( WaTE WATERMAIN 7.5' ' WATERPROOF MANHOLE WATERMAIN 7.5' : ( GRIP G KE TS DIP CA FAST MINIM COVER . C $50 MINIMUM COVER GRIP CASKETS TNRV Ca$ING END WATERMAIN STA. +48.16 $sa ... . ......... . .... ... .. .. .. ... .. .. ......... ....... .. ... ..... . BEGIN WATERMAIN STA. 16x87.19 - -------- STA. 18+11 : : STA. 20+67 BEGN 20" CASING/ : END 20 CASING 20LF -12" PVC 645 ... .. .. 1LF- TC L. IN +WA L NI K 5 - 50 INCH 43]LF -T2 ",SANITARY SEWER DIP CL52 ., .... SOR, 35 Ai.0.225. 845 . .. STA. '18+03 .. .... .. ..... 27 20 5 E CAS G L 1 C NE 5 0:2.. .... ..... .. ... :... .... 251j_12' PVC ((aS71TE JOINT DIP WITH FAST AT 0.59.. (fAS71TE JOINT DIP TNRUCASINC) BEGN ZO" CASING SDR 35 � GRIP GASKETS THRV CASING) STUB INV.-842.52 AT 0.22% 64a ..... ... ..... .. STA. 20+74.. MHA:Ys I+ .1 mo .. .... ............ .. ... .... .... ..... .. :. .. ..... ... ... ........ .. . .. ..... ... .... .. .. STUB M� STA. =17 +04.11 END 20" CASING RIM ?857.002 640:16 MH p3 INV.- 842.38 (W) RIM= BS7.00S IN. ?842,48 (S) INV. - 840.22 835 835 it 4 17 18 19 20 21 22 DATE RCVISION ;pen ' p yy Hakanson Anderson Assoc., Inc. CITY OF TRUNK SITARY SEWER vnn 4 AN w n Mre a ..3 —d i n � mI E °ym.6 I.— S— AND WATERMAIN JACKING 2 u.e LKA 11-15-05 � 3601 1Au - .... 440 .. Klp... 553" OTSE .p >63 -4:7 -5060 FAA6 m 1763- 427-0320 ) UNDER TH 101 NORTH OF C.S.A. H. N0. 42 .i600 ® W'JM 4` OT6z6 - p °a.rson.4om CITY OF OTSECO, A. -ESOIa __ VN T'HE (:HEAT NIVER 1 111 ;14:175 'EXISTING RIGHT -Of -WAY CUT EXISTING 16" WATERNAIN REMOVE EXISTING t6 "x16' X6" TEE. O 0 I / INSERT 16'X16 " X12" 'TEE AND _ / `4 = I w ' 16' BUTTERFLY VALVE REPLACE GRAVEL. _ NOTES: a I 1.) CONTRACTOR MUST CONTACT DRIVEWAY GO R AFTER �� / PHE ST ATE ONE CALL" AT EXISTING 16 CONSTRUCTION I E XISTING RIGHT- (651) -a56 -0002 FOR LOCATION Of BUTTERFLY VALVE CY U C EXISTING UTILITIES BEFORE START I E X I ST I NG 6X16 %16 TEE, 'v C / ?� OF CONSTRUCTION. REMOVE / 2 ND F 6' D CL 52 [Y 1 P `i SILT -6" DIP Cl 52 j I, O `3' 2.) CONTRA CTOR SHAH R TE WITH HYDRANT AND 16 C �E / THE CITY WA UTILITIES DEPARTMENT BEFORE 6" GATE VALVE / (� O ALI TO THE EXISTING TERMAIN 12" BUT 1 0 ONLY ONLY WALIFIED CITY PERSONEL ARE 6LF -6" DIP CL 52. VALVE INSTALL - D / pG. / ALLOWED TO OPERATE EXISTING WATERMAIN HYDRANT AND 12'"%12 . 6" TEE I 12" PLUG VALVES. 6" GATE VALVE ,r \ 0 I / (WITH WEEP HOLE / / 0 6 UNDER ROUND ELE TRIG 1 BT OTHERS) FLY VALVE PLUGGED) (SER / VIC TO LIFT S ( T TION) � 45' BEND +_ �J / EXISTING 16" DIP / J WATERMAIN / B] -12" DIP CL 52 300 10' TO BE CONSTRUCTED U 0� 1 I BY OTHERS / VE AND REPLACE 1 END CONSTRUCTION / �s 'EXISTING/ = 250 S0. FT. BN 444 NINDUS LIFT STATION 0"% - n BIK PATH EXISTING 15" PVC SANITARY SEWER 'E 1 v 70 o To •o 1 THRUST r w BLOCK OUTLINE B I scu% rtn \ SEE DETAIL SHEET .................................................... ............................... . ............. .. .................... ............. ...... ......... .. .. ................... .... .......... ..... .... ........... .. . . ... .. .. ............. ...... ... ....... . ...... EXISTING RIGHT -OF -WAY ...:........................:. ............... ....:........... ........... .. .. .. .. \ . OUNO El[VATM .... ............... .. .... ...... ...... ............ ........ .......... .......... ......... .. ...... ..... C45TwL LR ..:� ... .. .. .. ...... ..: .... �.. ......... WATERMAIN 7.5 61 $ l 865 8� LIIMMUM COVER - ........ ....... .............................0 %ISTING.. ......... ........ ....... ......:... ............ ... ...... ..WATERMAIN 7.5'.... ........... ............ ............... ... .................... ............... .. 880 TOP OF 16" TOP Oi TOP O MINIMUM COVER WATERNAIN CASING 856.00 CASING 55.50 ' AT 856.71 FIELD VERIFY 855 ... .. ... ... ......... ... ...... .............. ...... ..... ....... .. .. : .. - -____. .. ... .... ........ . ...... ..... .. ......... ......... ........ ..... ... ........ .... ... 855 CONNECT T - -_- .... .... ....... .. .. 0 : (FASTI E JOINT DIP WITH FA$T EXISTING WATERMAIN CRIP'GASKETS THR CASING)' 850 .. ................ STA. 0 +23 ......:.. ... ..... ..... .. ................. .... 850 ..... ....:.... ... ..... .......... .... .. .. ... ..... .... ........... ..... .................. . .. ..... .... .. .. .... .. 845 845 .. 840 ...' ........................ .......................... ..... .... ....... ..... :.. ................. ul . . ......... _... .... ... ......... ... .. . _..... .. ........ ..... ..... ... .............. ...... ...... ... .. .. .. n _� d 840 i z 3 ¢ � 835 W ...:. ...:.... ...... .. ... :. .................. :. .... ........ ........... .... .... .... ........ .. .. .... ... ... ..... .. ... ... .... u m LLl v.... .......... .. ............... . ..... . . . . ............. ....... ... ... ... .... n ..... ... . .... .... ... ............ ........ .. .... .................. ... ................ .. ...... .. _. .. 0 1 P 3 r.1TY or ; DATE REVISION w A Jay Hokonson Anderson Assoc., Inc. TRUNK WATERMAIN JACKING l.0 .•� al.• o•m �� c c0gln..ra owe L rv. a s y.TS OZ'�EGO UNOER A.H. 3 42 WEST 3 LKA IT -IS -OS ®® 3601 IDunron ...., Ma\ u Io 33H13 OF OUADUADAY AV UE N.E. 01 ^AX^63 ] 0520 CITY OF OTGEGO. MLINCGCIA 9 E .•1600. �WJM IN OIG2B ON TILL I:NL.AT IN11,11 HUAII - ans EXISTING 15" PVC SANITARY SEWER .J 61 1ur0;O n °X OHE male mh ° 665.55 EXISTING �' O F I HE - - - - LEFT STATION \P Ii9� 0 '1 ' 4'J 0 I -12 i U �p2' 2.50' END - .. - . 45' BEND "- B t ey e j y -1211.25' BEND _ s 1 -12 - S 1- 2"L22.50* BEND OHE_ 11.25' BEND - F yA o _ 1J ` ` 1 - 16 - 22:50' BEND 1-16% 1 -i6 - 11.25' BEND EXISTING GRAVEL DRIVWAY Y 22.50' BEND 1- 16" -45; BEND END I 0. V j END \ CONSTRU ON U CONSTRUCTION 1 -16" -11.25 BEND \ V I I DUCT \ I IRONI(E PYC `\ EXISTING 18" PVC SANITARY SEWER.__ ' I I EXISTING 16" DIP WATERNAIN I I NOTE: 3 \ • \ \ I EXISTING RIGHT -OF -WAY CONTRACTOR TEST CONTACT GOPHER STATE ONE CALL' I lfl 0 (651)- 454 -0002 FOR LOCATION Or To Op EXISTING RIGHT - OF - WAY I ~ OF CO UTILITIES BEFORE START OF CONSTRUCTION. ........................... EXISTING B" PVC PORCEMAINJ .................... ... ............................... I.. ....................... .. .. .................. ..... .. .... ... .......... .......... ....... ... ...... ............. ........................ ...... ........ ...... ....... ..... .... ... ... ... .... .. ....... .. 870 .- .......................... ... :... ....... ..........._ .................... .... ........ ........... ..........._... ........:............. ...... . ................ .............................:_ ..... 870 .......................................... ............................. EXISTING 10' WIDE .............. .. BITUTI�OUS BIDE PATH ' X a+aNO CH' 865 .................... a................... J-. .— . _. �rstwc ..... .................... ...................... B6J TOP OF 24' CASING =856:8 \ \ ' TOP OF 20" CASING-66 .60 — — — — — .... TOP OF.EXISTING.. - ....:........ ... ....' ... ...... TOP OF 24" CASING-856.20 ........ ... ...... . ....... ... ...' .. ..................... ..... 860 ..8� 8. PVC FORCETAIN 129Li' -24" STEEL :CASING TOP OF 20" CASING °856.00 .... EV: 0t ( GRIP . 0 JOINT DIP WITH FAST VERIFY FIELD VERIFY FIELD GRIP GASKET$ THRU CASINO 855 '.. .... .. .. .. 855 ................... ............................... 1291F -20" STEEL CASING STA. 1 ?3 (FASTITE JOINT DIP WITH FAST STA. 2 +60' BEGIN 20 AND GRIP GASKETS THRU CASING) �-46U,-16" END 20" AND ' ef� 24" CASING$ .. ............. .................. .. .................. ................... . ........... 24 CASINGS ...... .. .................... . ......... ...... .... ..... ..... ...... .. ....... . 850 ............................................ ............................... DIP CL 52 . .... .. ... .... ..... 146LF - 12" DIP CL 52 845 .... . ....... ............ ... :..... ...... ........ .....: .. ... .. ......... .... :............... ..... .. .:....... ........... .... Z ...... .. ... .. .:.......... ... .... ..... .... ... ..... :...... ....... ...... ..:. ....... .... ............. ......... ........:.... ..... .. ... 845 .. .. .. . ... ��. ...:................ ......... ............................................ .:......................:...... ......... ........ , ..... ... ............ ............................... .. _..... ... ........ ................ ......... .. .... . . ............... . 835 .... ........................... ..:............... ........... ....... ..............:............. ... .. ...: ................ D a - ...� ................. ...:............. ............ .... .... ... ........ ...... .... ..... ..'...... ... ........... ......... ... .... ... ... .... 835 p 2 9 DATE REVISION I nI , 1^°1 w. w.�..= I'm ^'' JJa Hakans Anderson Assoc., Inc. c RF TRUNK FORCEMAIN JACKINGS �" ¢ n 'LKA Tm �� —11 [.,I °ne L °ne S°n y— O TSEGO UNDER OUADAY AVENUE N.E. SOUTH OF C.S.A.H. 4 nr ' "'°" (J" 11- .15 -05 5601 Iw I , nmLO, Mi.". 55!03 763-427-5560 f4% J63-- 2J -OSZO N0. 42 CITY OF OTSEGO. MINNESOTA 9 OI6tg M'JT OT62e r. n 1 on- °nE.r:=n.com ON THE CREAT HIT'ER ROAM ..Ell L TO BE CDNSTRUC-- (BY OTHERS) 4 1 S' BEND-\ REINSTA SIGN END R... VERIFY LOCATION AND 45' BEN ELEVATION Of EXISTING rORCEMAIN 0 .0 TO BE CONSTRUCTED (BY OTHERS) 12 BUTTERFLY VALVE BY OTHERS) CLEAR AND GRUB TREES OD END CONSTRUCTION 1 - ( Ui / 0 - 1 REMOVE AND REPLACE 6OLF CHAIN LINK FENCE ( CLEAR AND GRUB TREES /LINZ POND sm0 EXISTING STORM SEWER CONTRACTOR MUST CONTACT "GOPHER STATE ONE CALL" AT NOTE: PROPOSE STORM SEWER PRW D (651)-454-0002 FOR LOCATION Or By M RIGHT-0r-WAV EXISTING /DOT or U"L'T'E' BEFORE START CONSTRUCTION. . . ............ .............................. ............. ....... . .............. ..... .......... ...... ..................... . ......... ............... .................................. ................. ...... .... .. . .. w a .. .......... :.. . .... ...... a EXISMC �IXWD EUEW�TIOI� ...... - * , . .......... . ......... ....... ....... .. ................. .. . . ......... ..... .... . . PR�D CRMS SECT : EXISTING CULVERT — — — — — — — . — — — — — — — — — — w .. .. .. .. ... .... 870 37 38 870 39 40 TOP OF * id" TOP OF 20— ........... .. ......... ................ ..... .. — -- ......... ................ . .... ... aA W. CASING 861.0 1:1 SLOPE CASING 86 3 .1 a w STA. 38116 1:1 SLOPE A. 39420 865 BECAN 20" W TERMAIN CASING �ASING.WATE% AIN . .. . . END 20' ... AJERMAIN CASIN ........ ..... ..... .. ..... a a 8 .......... ........... ...... ........ —'26'! ST11 '-S N, 'p W". ................ ...... ....... T OP 0 , ....... ... . ................. . ....... COVER AND CASTING �7 38,14 (rAS 1HRU CASING) GRIP:CASK JOINT WAT RN EAN a 860 . . 0 14 BECI 2 SANITA $ . . .. . EWER CASING . . . . .. . ... . ... 12 PVC A 0.22 : % ... .... . . .. .. .. .... .. ........... .. ..... .. ....... D WATERMAIN 7.5' STUB INV.-858.33 a 11 Is MINIMUM COVER IIOLF " C A S ING . SEWER -20 STEEL CAS $T A. 9+ 3 855 FASI(TTE JOINT P ST %75 % ,33. 855 .... .. . .. .......... ....... . .......... GRIP GASKCTS - 114RU CASING) ........ ....... . ...... ..... ....... .... .... .... ... RIM -872 - SDI .. .... .. ... ......... ... . ... . .... .. .... . .. p w 2OLF-12" AT 5.44% SIA, 37.70 BEGIN 12 DIP CL 52 C, 51 AT O.SOf 5 .29 IN ".-8 5 a \\INV. - 858 NI.-8 8,9 OUT r 8w m 850 .... . ..... .. . ..... ...... ...... . ..... ... .... . .... . ..... .. ... ...... . ..... iiA. i7.9,90 .. . . ........... . . ... ... SA. 9+ 24 a H 81 2 489 MH m END 20" SANITARY I r STUB INV. Ill .867.51 L �857.47 IN SEWER CASING 845 — .. .... . ..... -84894 :NV NV-850.00 OUT .. ........ .. ...... ... . . .. . .... . . . .... .... ST .... A. 37+23.32 MH #11 48 " MH w Rim.861.51 -846.08 IN 840 ... ... .... : NV ... .. ... . .. Nva-B OUT . ....... ... . .... I ..... ... .. .............. .... .. ..... I ...... ..... ... .. .. ........ .... .. ..... ........... .... ......... ... ... .. .. .. .. .......... ..... ...... ........... . .... . — . ..... .... ... ....... ... ....... ... . . ...... . 37 38 39 40 DATE Rms.oN aA W. o' T628 Hokonson Anderson Assoc., Inc. Cl, I E"gl ..... —d L,ld S,111 ' 36oI 1n.mm� A.4.. ' �k _o 70-427-60 FAX 76---4:_0520 __ . CITY OTSEGO NK SANITARY SEWER TRU AND WATERIVIAlf UNDER C.S.A.H- ND. 42 EAST OF TH tOt CITY OF OI$EGO, MINN[$014 o l l I TO RIGHT-OF-WAY B E CONSTRUCTED TO B STRUCIED (BY OTHERS) N 0 6 24' 16 -4 STEEL CASIjIl 7 5' .70 1 END CONSTRUCT 0 END MOM ;"-41 BE " -Gj 24** STEEL C.',.'; EXISTING 1 6", DIP WATERIMAtN n I . X Ti I." BUTTERFLY VALVE. (By OTHERS) TO BE CONSTRUCTED .5 (BY OTHERS) I . J 16*' DIP CL 52 WATERMAIN 1 x 16" -22.5' SEND 0 END CONSTRUCTION =1 I L12-22.5 BEND 16 BEND NOTES: 1.) CONTRACTOR MUST CONTACT � EXISTING RIGHT -OF -WAY ( GOPHER STATE ONE CALL-' AT 651)-454-0002 FOR LOCATION OF E T X'S INC UTILITIES BEFORE START OF CONSTRUCTION. PROPOSED RIGHT -OF-WAY ........................ .... ......... .. ...... ................. ..................... .......... ...... .. ... ..... . ....... ............ ............. ................ .............. ....... ...... .......... .. .. ........ . ..... .... w N ldi d 8. a w MOP SED M= SECnom '�; ' ' �; . ..... . ... ..... 920 ............. .... . .. ...... ... .. ... .... A A .. ..... ....... ............ .......... ....... ............... ........ .. . ......... ... ..... ..... .. .. .... .. . ...... .. 915 915 ............. .... ....... . ....... w .. ..................... .......... ........................ .............. .............. ........... . .. . ...................... .. ..... ...... . . ........ . ......... .. ............ ........ ........................ .. ...... E.S- GROJND ELE— IDN 910 910 w .... ................. . .. .. ...... .. w. � ............ — ..... .. . .. ....... . .... . ... ...... . .... . .. ...... ....... .... ......... ... .... .............. . ............ .. .... — — - — - -- — — — — -- 905 or GAS LINES .... .... rIELO.VERIFY EXIS7NC ...... .. ..... . . ..... ... ..... ... . ...... ....... . 7.5* .4 LOCATION . .. .... WATERMAIN MINIMUM COVER 1 16" WATERMAIN f.PPROXIMAIE TOP OF w AIN LOCATION 'E S "Y / -898.4 TOP OF 24" WATERM goo S7A. 53+22 BEGIN FIE�UD ..... ........... rC.SING- 9 IN -— �*WER"N CA . f TOP OF I �Ai AIN r-222LF-24" STEEL CASING WATERMAIN Cr�2 ATERM CASING-895.00 AI. (rASFTE JOINT Dip wTH FAST —ST�. 55+41 END 16 CL 52 ATERMAIN S C) 4 N 895 12" AND IC' DIP CL 52 FORCEMAIN 895 GRIP CASKETS THRU CASING) 2 WAIERMA CASING m. . ........ . ..... l . .. ......... .. .... T FORCE M Al. CASINr-ElEl FORTA'N CA..,;_.g . 3.60 . . I . . . . . . a 225LF-20 AND 24" STEEL CASINGS FORCEM TOP OF 24" FORCEMAIN CASING.894.00 C G 9 �90 4:: FORCEMAIN, CASING 8 94 .0 0 TO Or 0 FORCEMAiN CASN"89 890 P OF ....... (FASTITE. JOINT DIP WITH FAST op OF TO; 21 op or Top or .2 4 7 STA. C 2 S7 TOP OF 20 FORCEMAIN CASJNC.B93.8o Si+20 Biblhi , + S NO RIP CASKETS THRU CASING) A. 55+45 20" AND 24" S 6" DIP CL 52 roRCEM 20 AND 24 885 FORCEMAIN CASINGS C I SINGS 2" DIP CL 52 FORCEMAIN rORCEMAIN CA ....... ... . .. ..... ... .. .... ..... 885 880 AP— 880 . ... ... ... .......... ... .. .. .. ..... ......... a 53 54 55 56 TR R OFORCEMAINJACKINGS DATE REVISION �„ n ' JJU �� Hokanson Anderson Assoc., Inc. UNK WATE MAN AN CiAl E.,;n.— — L S,, . ..... UNDER C.S.A.H. NO. 37 15— OTSEGO WEST OF T.H. iOl 1. 3-427-5860 F AX -427-0520 J. yRM� 1600 T. .. .... ON THE IAI�l RIIEII ll.�D CITY of CISECO. —Ncsor. ': t� 763 CITY 0, k 12 8 ERFLY VALVE B" UG I I I - Sut[ N rtn 4011 -8" DIP - .. ... _. _ CL 52 ONE T / T 1TE ND REPLACE OH[ T. A EXISTING OH LLJJ �12 "- 11.25' BEND S PAVEMENT VALVE II [GOLF -12 IP CL 51 12" PLUG O l BUTTERFLY VALVE 12 "x8" RED ER w _�(Br OTHERS F - 12" x12" 12 TE 1 00 9+ TO EO CONSTRUCTED • ' (Br OTHERS) EXISTING I DIP C/52 I ' BITUMINOUS ORIVEWAY uN 26 • I.j MH 25 _ 12" PLUG I I m p I I END CONSTRUCTION 1 — 1 _ _I NOTE: 2011 -8 ".PVC CONTRACTOR A T O CONTACT T AT 0.40 %. GOPHER R STATE ONE CALL" AT END ONSTRUC110N. c (651) -454 -0002 FOR LOCATION OF EXIST ING RUC TI BEFORE START TRUC OF CONSTRUCTION. . TO B CONSTRUCTED .................................. ........................... ..... ................. ......... ............... ....... ... ..... ..................... ......... ..... ... ..... ................................... ............. ... ............................ ...... .:.. ......... .............. ................ ..... ..:....... 900 ............... ............................... .................... ................... ..... ........... ............. ......... ......................... ............. ..:.. ..:.. ..... .. ..:. : PROPOSE. PROFILE 895 .. ............ ................... ..... ......... .....:.............. .... .... :........................ : . ............... ...... :........ 890 .. .................. .................... .................... .... .............................: ............... .............................: ................... .:� ....... /....................�.. ....'y...:... .. ........... EFJSI. I[E 890 885 \ . ..... .— — ... —.. —.— - -. ....................... ............ .... c Paar :.... _ . ....... .....:..................... :..... .. ....... ..:.. 885 4B MH111 10BLF -8" DIP CL 52 AT D.B09. 48 a MH 25 RI 03 . g^ 7 :M 890. RIU 886 t INV .879.14 (IN)' B4lF -16" STEEL CASING SANITARY 5E R INV.878.16 IN E 7 - WAT RMAIN 5 (FASTITE MI DIP Wt TH FAST ( ) : MINIMUM COVER n�npn� JNV =879.04 OUT ,... .INV,.87811 (GUT) ,; ,,, MIS B6O .............:.... . .... . . . .... GRIP . CASKEIS.THRU CASING . .. .. .. ..... ... . . ....... . . . .. .. ... ... ... ... .. .... ... ... STUB INV,.879.22 - .. .... . . . ... .......... _ ........ - _- .................. ... - -____ . 20LF -8 PVC AT 0.40% B5LF - (FASTIIE 20" STEJDIEL 1 CASING WA TERMAIN --- ------------------ -- �- - - - - -- 67S ' 875 . ..TOP OF 20" WATERMAIN . DIP . GRIP GASKETS CA $TVB INV..878.03 .. ....... .. ........ _ ...... ... ...... .............. .. .. .. ... ... N N1 .. ............. .......... ...... .... .. .. ..... .. .... . THRU' SING) TH FAST .. ..... ..... ..... 21011 -8" �P VC AT U.GD� ' " " " "'" EASING =879.50 � TOP OF 20' WATERMAIN ' CASING - 878.80 870 .. ........ ..... ..... .. .. .............. ....... ... ....... ........ .. m .... ... ........... ...... . .. ... �... ... ....... :.. .. .. ..:.. ... 870 ... ...... ................ ........ ............. c z 855 ......... :.... .......... ... ............. a z o ............. ... ........ ............. .................. ........... ..... .... ....... ...... ................. .:. `a ... ...:. .. ..: . 865 di r ° n` o m a 860 o ' ' o " + 660 ................ ..... ............................... ................ .... .. ...... .........m ........ .......... m ................. ... .. ......... .. ....... ....... . .. ..... .... .. ...... ....... .. ............... .. .... .... 11 10 9 8 DATE REV1510N I ' A ' w Hakanson Anderson Assoc., Inc. CinOF �+ �® TRUNK SANITARY SEWER 5 n .� n - Mm Cn0 [„ym..�, ..a LDnd S�rv. O��7L AND WATERMAINJACKINGS 7 D. a... Lxa 11 -13 -0s ' ® ®� 3w, Th.1.. A.., wtD. wn,...... $5303 UNDER C.S.A.H. NO. 37 EAST OF T.N. 101 F 9 4 as Do o. 7 h3- 7-5860 FAx Thy -427 -0530 -- a WJM N1 01628 - ON TIIE f.N CITY OF OTSEGO. MIIINESOIA .sns END CONSTRUCTION 6" CATE VALVE I [) IL Xtl REDUCERS AND / I TO eE CONSTRUC TCD L . , . . .............. . ....... . ........... . .... .. .. ............... .... ...... SLF -6" DIP C:L 5 2 .. .. .............. ........... ... EXIST. 8_F4 I LATE VALVE • .......... .................... BT OTH E ' 1' TO SiA.- 83+53.29; I NORTH BOUND ..... I -7 AL GATE VALVE 100' TO PRIMARSSRS RIGHT G OF �AT LINE LII 7.H. 101 STA RIGHf NEW 1 F4 1J / -OF -WAY LIN EDGE OF GRAVEL OUL -DE -SAC STATION =196 +09.53 I f I STATION 196 +11.55 I a \12' x 12' CROSS .. `\ ABAIR NORTH LEC OF '.............................. .... ..............� ................. .... O Z I VALVE SEE DETAIL EAST N HYDRANT V - E%ISTI B" FORCE MAIN 16" %16' TEE ' I > �ATC _ \ , .SIDE INSERT 1N Pln[. 6" GATE VALVE 85LF -B" DIP _ m OR CM51wG CLCVAnON m ..� ...................... \ SLf -6" DIP CL 52 CL 52 FORCE A ........ /.... .... ....................:.... ....... ........ ...:...................... y a I NORTH BOUND T.H. 101 EXISTING 8" FORCCMAIN EXISTING — _ — _ — = EAST SIDE _ I ` $TATS STATION = 196 +00 15' UNDERCROUNQ (2) 12" SS' ENDS ° / NT5 � o I - I` TELEPHONE NOTES: \ - ^. _ _ _ ". - _ '. 92S F MPE .. .. ........::..... .... ...... ..'..: ............ �.... .. ..... ... .............: ....... -2- - - PROPOSED 12" FORCEMAw I.) CONTRACTOR MUST CONTACI > "GOPHER ........... I ..... ........ ..... ................. .. ... . SAL H EE NEw P LONE TO WATERMAM 7.5' PROPOSED 16" FORCEMAIN STATE ONE CALL' Al - UC (651) ISSN -0002 FOR ON p CL 52 WATER MAIN WA iERMAIN 7.5' : 10' NEST OF 16" F4. END CONSTRUCTION-,,.2 ^ j BEFORE �� m ^ OF EXISTING UTILITIES - _ _�_ _ START OF CONSTRUCTION. CN. - - - - O O - - '( }~ .920 ... >> 16 BLTERFLY VALVE 2.) CONTRACT ALL COORDINATE ^ }, a '( 5TA. 82+06 ; .:... ...... .. BEGIN .2N" CASING...... .. ...: ............. .... .. .. :TOP WATERMAIN wE5 .. MINIMUM COVER: .... ..... R' ... ... .. .. ' 92P. . (2) -16 - NS' BC DS / I - I DEPARTMENT BEFORE CONNECD011 Top 25 ".915.BD� I6•'NA'iER4A1N _ 18SLf -2 STEEL CASING WATERMAIN ( FAS TI TE JOINT DIP WIN OF CASTN : N 2N "- 916.30 - TOP OF 16" WATERMAIN.91615 1 - �OF 16OVWATERMAIN I w EXISTING %TENTI -go BEND F 8 M ONV N ' 1 L _ TO THE EXISTING FORCEMAIN " FOR SIN v915.D2 I ! ... ... .. 16" BUTTERFLY VALVE TAKES PLACE IN ORDER TO SHUT PROPOSED 65TH STREET N.E. 4� TO BE CONSTRUCTED DOWN THE SYSTEM FOR A PERIOD - 16" CROSS V10' - (g %fi B G ATE j I 16 " WATE RMAIN Ell OTHERS OF TIME . III PLUG _ SOUTH BOUND T.H. IDl ' 1 0• I f F I -- - - - — W — - W — — —W, STATE STATION =196 +00 TOP OF 12" .I T Of OP 12'• r — — W $TA- TO STA BS +58' I6" PLUG SEE DETAIL WEST AND 16" FORCE MAIN M 9T0 V "I 10' 1 1" FM EXISTING 8 "FM .tlS+6B DEFLECT PIPE TO OBTAIN SI INSET ,.. ,. . . . . .... .. . . . 191LF- 20 " -21" STEELCASINL V1 .. I . N6" PLUG i? _ I HORIZONTAL DEFLE RIW _ - _ 1 FORCEMAIN ON I TOP OF 25" CASING FOR (FAS7ITE JOINT DIP WIH FAST GRIP GASKETS' CASING) STA 8 }+95 S38LF -12" DIP CL 52 FORCEMAIN m I AS SHOWN 1 I atT: O RI.ARY 12" NORTH AND EAST SIDE. I R 100' IGHT - TO TO PRIMARY . THRU TOP OF 24" CASING FOR 6" CATE VALVE I [) IL Xtl REDUCERS AND / I ... ......................... ...... . . .............. . ....... . ........... . .... .. .. ............... .... ...... SLF -6" DIP C:L 5 2 .. .. .............. ........... ... EXIST. 8_F4 I LATE VALVE • .......... .................... . ..... ............... ....... STA..82 +69.25 Q SOUTH BOUND ' SiA.- 83+53.29; I NORTH BOUND .. ..... 10'' -7 AL GATE VALVE T.H. 101 STATE 7.H. 101 STA NEW 1 F4 1J / STATION =196 +09.53 STATION 196 +11.55 \12' x 12' CROSS .. ' . .: ......... ..............:........................ '.............................. .... ..............� ................. .... 9 .9... 10' NEw6 FM 6_ VALVE > �ATC _ OR CM51wG CLCVAnON %16 %1 16 CATS V lVE Y' TEED ..� ...................... .. ............ .............. P110POSCC StRCCI SCGlION .... ........ .... ... ..... ................: ........ /.... .... ....................:.... ....... ........ ...:...................... DETAIL INSET — _ — _ — EAST SIDE / NT5 � ^. _ _ _ ". - _ '. 92S F MPE .. .. ........::..... .... ...... ..'..: ............ �.... .. ..... ... .............: ....... . ....... .... ........ ........... ......... �. .. . /.. .. ...... ... .. S70LF -115 ..... ........ ..... ................. .. ... . SAL H EE NEw P LONE TO WATERMAM 7.5' p CL 52 WATER MAIN WA iERMAIN 7.5' : 10' NEST OF 16" F4. MINIMUM COVER O O TOP OF i6 ' MINIMUM COVER '( }~ .920 ... .. : TOP OF. 16 '.. ..... .. WATERMAIN T0F Of CASING a '( 5TA. 82+06 ; .:... ...... .. BEGIN .2N" CASING...... .. ...: ............. .... .. .. :TOP WATERMAIN wE5 .. MINIMUM COVER: .... ..... R' W M AI[R AIN .. ... ... .. .. ' 92P. . EXISTING 87M rRE40VE Top 25 ".915.BD� I6•'NA'iER4A1N _ 18SLf -2 STEEL CASING WATERMAIN ( FAS TI TE JOINT DIP WIN OF CASTN : N 2N "- 916.30 - TOP OF 16" WATERMAIN.91615 1 - �OF 16OVWATERMAIN I w EXISTING %TENTI -go BEND F 8 M ONV N ' 1 915 FOR SIN v915.D2 GASKCI$ RU CASING ... ... .. 915 V10' - (g %fi B G ATE _ELEV . . .... ... 1 0• 4L v vE5 TOP OF 12" T Of OP 12'• AND 16" FORCE MAIN M 9T0 V - 10' 1 1" FM EXISTING 8 "FM 9T0 . AND, Ifi' �ORCCNAIN ,.. ,. . . . . .... .. . . . 191LF- 20 " -21" STEELCASINL .. ND 24" CA FORCCMAIN .... .. ...ETA. 83 +91 SING _ _ .. . N6" PLUG i? FORCEMAIN ON TOP OF 25" CASING FOR (FAS7ITE JOINT DIP WIH FAST GRIP GASKETS' CASING) STA 8 }+95 S38LF -12" DIP CL 52 FORCEMAIN m - 1p �J 16" FM 12" NORTH AND EAST SIDE. 16" FM-ELEV TOP 20" CASING FOR . THRU TOP OF 24" CASING FOR END 20' AND IS' CASING 529LF -16" DIP CL 52 FORCEMAIN FUTURE CONNECTION tO 905 16 FORCEMAIN OR 12" fK - EL[V,.9)2,N 5. ..... ..... .. ._.. ... 16' FM- ELE,V.e9(2.65 905 �I I I ifi m . .. .._... .SOUTH AND WEST SIDE .. .. ... .. .5TA. 82 +05 BEGIN 20' AND 2S" CASING TOP 12" F M 20" CASING FOR - ELEV..912.N5 .. ....... .. .. .. .... .. ... .... .... .. .. � � 16 PLUG 20LF _ ° " ' n 2 I6 %16" CROSS VALVE .. .. .. ... .. .... .... .. .. ........ :. ...... ..... ..... .:.... ... ... .. ... ..... .. .... ... .. .. .......... ... .. .... ... ... .. .. ... .... .. ... .. ... ....... .. FUTURE N CONN CIION 1 2) PLUG$ W; INCLUDE (2)- 20 " SECTIONS F 16' RU TTER LY OF 16 DIP 1 6" vAl vE5 895 ...:.... .... ............... ....... ........ 895 PLUG 4••�a E . . . . . . DETAIL INSET WEST SIDE 81 82 83 84 85 NTS OATC REVISION nu eH�. Ko a � a m "M 14^ lNA I.1 -1g -05 HDkonson Anderson Assoc., Inc. neoa CI•II Cn6l and Luna gu 5 ...3 3601 Inun A.. Anota. Minn S. y- ton L1-.9 J PITY OP 0 EGO TRUNK WATERMAIN AND FORCEMAIN JACKING UNDER T.H. 101 AT 65TH STREET N.E. 'nOCt 8 M1i6 WJM 14 01626 763 -52) -5060 FAX J6! -S2] -0520 ( T 'u 7 \ {l ) /� /� .� /� r v �•/ �� �� CITY OF OTSEGO. MINIIESOIA 9 t z .tMMf - ON TIIC OHl.AI RIVER I7U,T0 1 oAry Caa'.[rz pn SECTION A AA' PLAN 'AA TRUST BLOCKS FOR PRESSURE PIPES Nis s sro.� 1 w ,nr.rs Mcmr a r x..usx p.p[rz. .m[ SECTION A -A y,+w.vow n r oe a,a) Sraa EI ralu a ¢«CI¢rz [C¢.nnci aIXFA vwiM, a..W(s IME: ui i eopn a w.opi nA,c .p..�m . m e aN s" a oar.aa o-. a a ¢ 3 _ na rea..ari m ate, •. swa« .ppµ' ' a m. a a[Pa�p[ 00 y Il. � SANITARY SEWER STANDARD MANHOLE Nis I Or W.v e 8 YIN a' YY SCK C/J ER PIP[ SN.II CARRIER PIPE SC.L BE CUSS 52 0W Caanp pV. anoa N .e al µp., n In o mum j. b t rpin al ]5.ao0 nC I (ppurWa w mca 1 9— .). Iptlo.nq mwmum .ptl Ileeegas sno0 W r uses. CASwC Ym. vAR15 vMIrzS [ WRIER PiK - - Yµ4e 0um.x« a C-a Yin 2 pwier IMn al.e. o4ma. m c «ri.r. Casing Pipe Wall Thickness aquae dam el.r Una« Nyn.q IZ' le 2.' 0.325 250 > 0. 36' Ip R' 0.500 PIPE JACKING DETAIL Nis eaop ..[fi5ivur�pe mrt Noes 1. M[ q�[a a[M r •�Y rtA x �� x 2oi�M�,K Sou[ " P a i«9�p+ms rz va � ravels. ...ra ark .' w.a a c¢. .'aa.n.as w cp .i n ow.i m.. Ka„s. ,r,wws� rm . ra«r Nu ca[ .w r...;`ai r °O Cm A m� ° iP[a'",xx.'o« c m"acii °x Sloin/ess Steel Strop Steel co sing d %ometer and won thlcknes per profile sheet Treated rmbers � rioter or Sonitory Sewer carrier pipe Notr: 'Spyde,' Spacers May Be Use �—� uses /n U - or > I .L1d St 1 - 11 S teel Vo%ds Filled W'fh Str"ops a's /n Bore astouphbn Sand or Concrete C C ng in Directed by SECTION Dy Ein e.r[ 'V marl TYPICAL BORE INSTALLATION [ rt/Ld.YW1a � auep[ Cae 1 TYPICAL BUTTERFLY VALVE & BOX INSTALLATION 12" & OVER WATERMAIN No SCA L WATER PROOF MANHOLE CASTING AND ANCHORAGE px.o.s I Li NaiEs SECTIONAL VIEW OF CHIMNEY SEAL INFI- SHIELD EXTERNAL SEAL (PREFERRED) N0 scuE Na sCAIE Hakanson Anderson Assoc., Inc. [� C ON ' TSGO -art: I Civil Engineers ane Lane Surveyors 12/21 OS JFAI Ina:lon A.e.. Moss. uinne:olp 5530) j ¢[ N) 163- x21 -58M Fax 263 -427 -0520 W.J. 0T62B + +•.nuk nneersu TII! fi KC:nt IIIYGI; ItanO eN. x x � 1p u «sirlm .�� ,. ac I rtiA e� �si w.¢ rowp.va t uuoaUs aPiN eC,arp ,r t vlwm¢ w« p .6 � p /lo u[sn STANDARD DROP .MANHOLE N0 ' SnE[i / DETAILS w CITY OF OTSEGO, MINNES01. 91S a as Aaw Sloin/ess Steel Strop Steel co sing d %ometer and won thlcknes per profile sheet Treated rmbers � rioter or Sonitory Sewer carrier pipe Notr: 'Spyde,' Spacers May Be Use �—� uses /n U - or > I .L1d St 1 - 11 S teel Vo%ds Filled W'fh Str"ops a's /n Bore astouphbn Sand or Concrete C C ng in Directed by SECTION Dy Ein e.r[ 'V marl TYPICAL BORE INSTALLATION [ rt/Ld.YW1a � auep[ Cae 1 TYPICAL BUTTERFLY VALVE & BOX INSTALLATION 12" & OVER WATERMAIN No SCA L WATER PROOF MANHOLE CASTING AND ANCHORAGE px.o.s I Li NaiEs SECTIONAL VIEW OF CHIMNEY SEAL INFI- SHIELD EXTERNAL SEAL (PREFERRED) N0 scuE Na sCAIE Hakanson Anderson Assoc., Inc. [� C ON ' TSGO -art: I Civil Engineers ane Lane Surveyors 12/21 OS JFAI Ina:lon A.e.. Moss. uinne:olp 5530) j ¢[ N) 163- x21 -58M Fax 263 -427 -0520 W.J. 0T62B + +•.nuk nneersu TII! fi KC:nt IIIYGI; ItanO eN. x x � 1p u «sirlm .�� ,. ac I rtiA e� �si w.¢ rowp.va t uuoaUs aPiN eC,arp ,r t vlwm¢ w« p .6 � p /lo u[sn STANDARD DROP .MANHOLE N0 ' SnE[i / DETAILS w CITY OF OTSEGO, MINNES01. 91S 01/18/2006 10:40 763 -497 -2599 Michael C. Couti Andrew J. MacArthur Robert T. Ruppe" 'ALro licensed in Winds *•Also Uce wd In WO-Id January 18, 2006 COURIMACARTHURRUPPE PAGE 02/09 ITEM 9.2 COURX, MACARTHUR & RUPPE, P. L. L. P. Attorneys at Law David R. Wendorf 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497 -.1930 (763) 497 -2599 (FAX) courimacarthur®eanhlink. net Kristen H. Carr Alison K. Marwitz Otsego Mayor and City Council c/o Judy Hudson, City Clerk 8899 Nashua Ave NE Otsego, MN 55330 Re: Addendum — Riverwood National Dear Mayor and Council Members, Attached is the proposed Second Addendum to the Riverwood National Development Agreement. This Addendum is a result of recent events surrounding Mr. Bulow's failure to commence construction of the wastewater treatment facility that was required under the terms and conditions of the Development Agreement. On Thursday, January 12` City Staff met with Mr. Bulow. At that meeting, the City proposed to construct a forcemain from the City's WWTP in order to provide sanitary sewer services to the Plat. The attached Addendum reflects constructing the forcemain as a city project and reflects the conditions Mr. Bulow must agree to in order for the City to take that action. The City Engineer is currently working on the exact dollar amounts for the cash escrow and security that will be incorporated into the Addendum. X anticipate those amounts will be presented to you at your meeting on Monday, January 23` Prior to the meeting, if you have any questions please do not hesitate to contact Andy MacArthur or me. 01/18/2006 10:40 763 - 497 -2599 COURIMACARTHURRUPPE PAGE 03/09 Very truly yours, Kristen H. Carr COURT, MACARTRUR & RUPPE PLLP Encl. cc. Chris Bulow Ron Wagner Dan Licht 01/18/2006 10:40 763 -497 -2599 COURIMACARTHURRUPPE PAGE 04/09 DRAFT — January 23, 2006 RIVERWOOD NATIONAL - SECOND ADDENDUM TO DEVELOPMENT AGREEMENT DATED JANUARY 20, 2006. THIS ADDENDUM made this 23rd day of January, 2006 by and between the City of Otsego ( "City"), a municipal corporation under the laws of the State of Minnesota and Bulow, Inc. ( "Developer"), a corporation under the Laws of the State of Minnesota. The Addendum affects the following described real property located in Wright County, Minnesota: All of the Plat of RIVERWOOD NATIONAL as recorded in the office of the County Recorder, Wright County, Minnesota. WHEREAS, the City has determined that further agreement, is necessary related to the proposed construction of a wastewater treatment facility as required under previous agreements between the parties; and WHEREAS, Developer has not yet commenced construction of a wastewater treatment plant as required under said previous agreements between the parties and on January 12, 2006 the City notified Developer that Developer has defaulted on its obligations under the previous agreements; and WHEREAS, City has determined to require certain changes to the previous Agreement and Addendum regarding RIVERWOOD NATIONAL, including but not limited to construction of a forcemain rather than a wastewater treatment plant to provide wastewater treatment to the Plat, as well as issuance of building permits for lots contained in the Plat; and 01/18/2006 10 :40 763 -497 -2599 COURIMACARTHURRUPPE PAGE 05/09 WHEREAS, City has decided to undertake construction of a forcemain to the Flat, as a City project. STOW, 'THEREFORE the parties hereby agree: The Addendum is in addition to the Terms and Conditions of the original Development Agreement dated March 25, 2004, and First Addendum dated January 2005. Only terms and conditions which are specifically modified are changed. All other terms and conditions remain as previously agreed and all other security requirements (except for those related to the wastewater treatment facility) remain in effect. 2. Developer shall immediately convey, by warranty deed, Lot 1, Block 15 (wastewater treatment plant site) and Outlot N (lift station site) to the City of Otsego. 3. No. 9 of the Development Agreement and No. ' 1 of the First Addendum are deleted in their entirety. 4. No. 20 of the Development Agreement and No. 2 of the First Addendum are amended as follows: Security. A. Cash. 1. Cash amount for forcemain and contingencies. 2. Sanitary► .Sewer Fees Fees for the provision of sanitary sewer (SAC) to remaining lots and buildings in the Plat areas follows: _ REC units at $6,200.00 / unit = $ B. Irrevocable Standby Letter of Credit. To ensure compliance with the terms of this Agreement and construction of all public improvements, the Developers shall furnish the City with "security" in the following amounts and type: Letter of Credit of $ The letter of Credit is calculated as follows: [to be provided by City ,Engineer] The issuer and form of the security shall be subject to City approval, and security shall be an Irrevocable Standby Letter of Credit. The security shall be for a term ending February 1, 2007. The City may draw down the 01/18/2006 10:40 763- 497 -2599 COURIMACARTHURRUPPE PAGE 06/09 security for any violation of the terms of this Agreement, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of the Developers to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to complete compliance with this Agreement, the Developers shall immediately provide the City with either an extension of the security or an irrevocable letter of credit, of the same amount upon notification of the expiration. If the requiured improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also may draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced from time to time down to S. , the amount of warranty security required by the Development Agreement. It shall not be reduced below this amount until such time as an Irrevocable Letter of Credit in the amount of $ shall be posted with the City as set forth in paragraph 22 of the Development Agreement. Notwithstanding the posting of warranty security, the security shall not be reduced below twenty five percent (25 %) of the posted security. Said twenty five percent (25 %) shall be retained until all improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and the required "as built" plans have'been received by the City. This security amount shall be submitted to the City prior to execution and recording of this Addendum. 5. Developer shall pay City any and all sums it currently owes City prior to the City signing this Addendum, whether related to this project or previous projects. 6. No. 8.G. of the Development Agreement is deleted. City shall undertake construction of the forcemain as a city project. All of City's project costs related to construction of the forcemain after the date of this Addendum are the sole responsibility of Developer. Such costs include, but are not limited to, costs related to obtaining any additional easements (temporary or permanent), change orders, costs that may become known only after the project begins, such as removal of physical obstructions or unfavorable soil quality, all Engineering costs, and any and all related City administration costs, legal fees, planning fees, and any other cost incurred by the City as a result of undertaking the project. 7. Any funds previously expended by Developer in anticipation of its construction of the wastewater treatment facility shall be absorbed by Developer and City shall not reimburse or credit Developer for such expenses. 01/18/2006 10 :40 763- 497 -2599 COURIMACARTHURRUPPE PAGE 07/09 8. City's provision of sanitary sewer services to RIVERWOOD NATIONAL is limited to 155 single family lots and the clubhouse. Any further expansion to service in the area will only occur at the sole discretion of the City and no future reimbursement will be due Developer for costs related to the project which may ultimately benefit other parties. 9. No. 20A of the Development Agreement and No. 3 of the First Addendum are deleted in their entirety. City will not issue any fivrther building permits or certificates of occupancy for properties in RIVERWOOD NATIONAL. Issuance - of such permits will resume only when sufficient progress is made on the project. The determination of when sufficient progress has been made on the project will be made by the Otsego City Council. 10. Developer shall refund any prior payments made by City to Developer for SAC fees collected on its behalf by City. All such funds will be applied against SAC fees owed for access to the City wastewater treatment facility. Developer shall be responsible for any shortfall in SAC fees resulting from previous hookups. Any new residences or other structures shall pay current City SAC fee rates at the time of building permit. Any provisions in prior agreements which provide for any SAC fee reimbursement to Developer are null and void. 11. It shall be Developer's responsibility to disclose to all builders, real estate agents, or purchasers the provisions of the Development Agreement and A.ddendumas to fully inform them of the unique circumstances related'to delivery of sanitary sewer to homes within this Plat_ If consent to this addendum is required by any mortgage or other Agreement, or is necessary due to subsequent transfer of portions of the Plat, it shall be Developer's responsibility to obtain any and all consents deemed necessary by the City. Any and all permits or limited permits issued by the City will be issued based upon Developer's representations and Agreements as set forth in the Development Agreement and Addendumas, and Developer agrees to defend and hold the City harmless and fully indemnify it from any claim or cause of action of any nature relative to Developer's obligations under the Development Agreement or Addendums. 12. This Addendum shall run with the land, shall be recorded against title to the property, and shall be binding on all parties having any right, title or interest in the Plat or any part thereof, their heirs, successors and assigns. This agreement shall be recorded against the property above described all at the Developer's cost. 13. Developer understands and agrees that it has a continuing obligation to keep all security required under this and any prior agreements in place. Failure to do so will be deemed a material breach of any prior Agreement as well as this Addendum. 14. Developer herein agrees to restrict the use of the golf course Outlots or Riverwood National and the Plat of Crrenins Mississippi Hills for use only as a 01/18/2006 10:40 763 -497 -2599 COURIMACARTHURRUPPE PAGE 08/09 golf course and related recreation or as permanent open space. Any conveyance of these Outlots shall contain a deed restriction indicating that the Outlots may only be used for the above - mentioned purposes forever, or until such time as the City of Otsego approves any other use of the property through an amendment to the existing PUD District. This restriction runs with the land and is binding upon the Developer, its assigns or successors in title. 15. In the event of default by Developer as to any of the conditions hereunder, the City may, at its option, draw down the security established in No. 4 of this Addendum to pay for any work, or recover any funds or security owed City under the terms of this Addendum or any previous agreement. When the City does any such work, or when Developer does not pay City any funds it owes, City may, in addition to its other remedies, assess the cost in whole or in part against any property within the Plat pursuant to applicable statutes or ordinances. 16. All fees and costs related to the drafting, enforcement and recording of this Addendum, and recording of any other documents related to the project, are the sole responsibility of Developer. Developer is responsible for all costs incurred by City, of any nature, for enforcement of this Addendum. CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk BULOW, INC. fflm Christopher Bulow ITS: President 01/18/2006 10:40 763 - 497 -2599 COURIMACARTHURRUPPE PAGE 09/09 STATE OF NIINNESOTA ), ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of January, 2006, by Larry Fournier, Mayor and by Judy Hudson, City Clerk of the City of Otsego, a Minnesota Municipal corporation, on behalf of the City and pursuant to the authority of the City Council. NOTARY PUBLIC STATE OF MINNESOTA) ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of January, 2006 by Christopher M. Bulow the President of Bulow, Inc. a Minnesota corporation with authority and on behalf of the corporation. DRAFTED BY: COURI, MACARTHUR & RUPPE, PLLP 705 Central Avenue East NOTARY PUBLIC PO Box 369 St. Michael, MN 55376 (763) 497 -1930 CLOSED MEETING Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe— •Also licensed in Illinois "Also licensed in Califomia January 19, 2006 COURI, MACARTHUR & R UPPE, 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) coutitizacanhur@earthlink.net Otsego Mayor and City Council c/o Judy Hudson, City Clerk 8899 Nashua Ave NE Otsego, MN 55330 David R. Wendorf Kristen H. Carr Alison K. Marwitz Re: City of Otsego v. George A. Sebeck and Diane A. Sebeck and Darlene C. Cota, Court File No. C8 -03 -2662 Dear Mayor and Council Members, Enclosed please find copies of recent correspondence between this office and Jim Neilson, who represents the above -named property owners. This matter is related to the 2003 Drainage Project, and the City's condemnation of a strip of land for purposes of a drainage easement. The drainage easement is adjacent to and also partially overlaps a utility easement. The letter from Mr. Neilson contains a counteroffer from Darlene C. Cota which exceeds the City's initial settlement offer. A closed meeting is scheduled at the end of the Council meeting on Monday' January 23` for you to further discuss and evaluate how to proceed with this property owner. Andy MacArthur will be present during that meeting to answer any questions you may have. Prior to the meeting, if you have any questions please do not hesitate to contact me. Very truly yours, Kristen H. Carr COURI, MACARTHUR & RUPPE PLLP Encl. 01/17/2006 16:56 i B N M K 4 7634972599 NO.950 0002 k u Phonc: 763.421.5151 Fax: 763.421.3618 Babcock • Neilson Mannella a -lint P.1,.1..P. ATTORNEYS AT LAW 118 EAST MAIN STREET • ANOKA, NLN 55303 lawyers @bnmklaw.com FELIXA. MAN VELLA THOMAS A KUNT RANDALL I. FULLER F. ANTHONY MANNELLA' MATTHEW A. ANDERSON COLEEN J. CARLSTEOT.JOHNSON WILLIAM(. MAACHALL ANDREW J. HIPPERT OF COUNSEL JAMES M. NEILSON' ROBERT F. MANNELLA EDMUND R BABCOCK. R ;red January 17, 2006 VYA FAX AND U.S. MAIL (763) 497 -2599 Kristen H. Carr Couri, MacArthur & Ruppe, P.L.L.P. Attorneys at Law 705 Central Avenue East P.O. Box 369 St Michael, MN 55376 -0369 Re: City of Otsego vs. George A. Sebeck and Diane A. Sebeck and Darlene C. Cota Court File No. C8 -03-2662 Instead of the $23,900.00 proposal as contained in your letter to me dated January 12, 2006, my client, Darlene C. Cola, would agree to settle for $26,900.00. Darlene Cota already has an offer on her property at $2.75 per square foot. The Sebecks have received an offer on their property at $3.00 per square foot. This proposal is based upon the following: Portion of drainage easement not subject to existing easement 13,068 square feet x $1.33 per square foot as of September 26, 2003 $17,380.44 Portion of drainage easement subject to utility easement 14,375 square feet x $1.33 per square foot as of September 26, 2003 x 50 % "take" $17,380.44 +9.559.38 $26,939.82 $19,118.75 x .50 $ 9,559.38 Celebratying over 50 years of service. Real Property Law Specialist cardfied by the Minnesota Scan Bu Association 01/172006 16:56 E N M K 4 7634972599 N0.950 0003 Kristen H. Carr January 17, 2006 Page 2 The drainage easement as a practical matter is a total taking since at all tunes it could be flooded- Therefore, it cannot be used and there should be no discount. The drainage easement subject to the utility easement again is a total taking with a 50% credit for the utility easement underground. $26,900.00 - 18900.00 $ 8,000.00 - additional payment to Cota In addition, my client would request to be paid $500.00 towards her appraisal fee plus the statutory interest on the $8,000.00. Very truly yours, -7 7 j James M. Neilson JMN /lba cc: Darlene C. Cota Michael C. Couri- Andrew J. AlacArthur Robert T. Ruppe- *Also licensed in Illinois ••.also licensed in California January 12, 2006 COURT, MACARTHUR & RUPPE, P. L. L. P. Attorneys at Lmv 705 Central Avenue East PO Box 369 St. Miclutel, AN 55376 -0369 (763) 497 -1930 (763) 497 -2599 (FAX) coiirimacanhur@earthlink.net Mr. James M. Neilson Babcock, Neilson, Mannella, Klint PLLP 118 East Main Street Anoka, MN 55303 David R. Wendorf Kristen H. Carr Alison K. Marwitz RE: City of Otsego vs. George A. Sebeck and Diane A. Sebeck and Diane C. Cota Court File No. 86- C68 -03- 002662 Dear Mr. Neilson, As you are aware, the above entitled matter is scheduled for a status hearing on Monday, February 3, 2006. In anticipation of that hearing, this letter summarizes the City of Otsego's settlement offer for Diane C. Cota. This offer is in response to your recent demands. The following proposed settlements are based upon the City's appraisals which determined the percentage of the "take" to be 50% (rather than 100% "take" as set forth by your appraiser, because the "take" is for purposes of a drainage easement and is adjacent to an already existing utility easement), and a 25% "take" where the new easement actually overlaps the existing easement. Darlene Cota Portion of easement adjacent to existing utility easement 13,068 square feet x $1.33 per square foot as of September 26, 2003 x 50% "take" = $ 8,690.22 Portion of easement overlapping_ existing utility easement 14,375 square feet x $1.33 per, square foot as of September 26, 2003 x 25% "take" = + $ 4,779.68 Total $ 13,469.90 The City previously paid Ms. Cota $ 18,900.00 Additional compensation to close file $ 5,000.00 Total additional cash $ 5,000.00 As you can see, the City previously overpaid Ms. Cota $5,430.10. The City proposes to pay an additional $5,000.00 to settle the matter and avoid additional costs and fees. Please consult your client and let me know as soon as possible whether this settlement is acceptable. In the meantime, please do not hesitate to contact me if you have any questions. Very truly yours, sten H. Carr COURI, MACARTHUR & RUPPE PLLP cc. City of Otsego Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe•- *Also licensed in Illinois "Also licensed in Calijomia January 12, 2006 COURI, 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) couriniacarthur@earthlink.net Mr. Jaynes M. Neilson Babcock, Neilson, Mannella, Klint PLLP 118 East Main Street Anoka, MN 55303 David R. Wendorf Kristen H. Carr Alison K. Marwitz � f P T rl F 1- SAN 1 7 200 Copied to Uly RE: City of Otsego vs. George A. Sebeck and Diane A. Sebeck and Diane C. Cota Court File No. 86- C68 -03- 002662 Dear Mr. Neilson, As you are aware, the above entitled matter is scheduled for a status hearing on Monday, February 3, 2006. In anticipation of that hearing, this letter summarizes the City of Otsego's settlement offer for George A. and Diane A. Sebeck. This offer is in response to your recent demands. The following proposed settlements are based upon the City's appraisals which determined the percentage of the "take" to be 50% (rather than 100% "take" as set forth by your appraiser, because the "take" is for purposes of a drainage easement and is adjacent to an already existing utility easement), and a 25% "take" where the new easement actually overlaps the existing easement. George & Diane Sebeck The City proposes to pay the Sebecks the following: Portion of easement adjacent to existing utility easement 57,935 square feet x $1.33 per square foot as of September 26, 2003 x 50% "take" _ $ 38,526.77 Portion of easement overlapping existing utility easement 23,087 square feet x $1.33 per square foot as of September 26, 2003 x 25% "take" = + $ 7,676.42 Subtotal $ 46,203.19 Less $30,000.00 the City of Otsego previously paid the Sebecks in 2003 - $ 30,000.00 Total additional cash offer to the Sebecks $16,203.19 Please consult your clients and let me know as soon as possible whether this settlement is acceptable to them. In the meantime, please do not hesitate to contact me if you have any questions. Very truly yours, 4 -6 Kristen H. Carr COURI, MACARTHUR & RUPPE PLLP cc. City of Otsego