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01-26-04 CC
CLAIMS LIST CITY COUNCIL MEETING JANUARY 26, 2004 TO: Judy Hudson ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register PAYROLL 1/22 GRAND TOTAL 01-13-2004 $ 253,097.37 01-15-2004 $ 239,692.60 01-22-2004 $ 596,128.71 $ 20,289.06 $ 1,109,207.74 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 01/22/04 11:26 AM Page 1 *Check Summary Register© JANUARY 2004 Total Checks $596,128.71 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AGGREGATE INDUSTRIES $560.61 GRAVEL ROADS UnPaid ARROW TERMINAL LLC $262.82 MISC SUPPLIES UnPaid BERLIN TIRE CENTER, INC $817.42 94 FORD TRK UnPaid BOISE CASCADE OFFICE PROD $514.97 OFFICE SUPPLIES UnPaid DNR WATERS $666.00 2003 DNR FEE UnPaid DRIVER & VEHICLE SERVICES $130.50 PLATE 904066 00 INT'L UnPaid DRUMMOND AMERICAN CORPO $407.67 MISC GEL LUB/NUTBLTLSNR UnPaid ECM PUBLISHERS INC $260.59 SUB ORD UnPaid GROEN GARY CPA $2,365.00 DEC 03 UnPaid H & L MESABI $183.94 CASE TRACTOR BLADE/PLOW BOLT UnPaid HALLMAN OIL COMPANY $948.16 DIESEL UnPaid ICMA RETIREMENT TRUST $422.31 PPE 1/7 CK DTD 1/21/04 UnPaid JACQUIE ROGNLI $875.00 NOWDEC VIEW UnPaid JESSICA STOCKAMP $136.35 SANTA DAY SUPPLIES UnPaid MAMA $18.00 10/16 MEETING UnPaid MARTIN BENEFIT ADMINISTRAT $550.00 125 PLAN UnPaid MEDICA $6,976.70 FEB -ADMIN UnPaid MINNESOTA LIFE $104.50 FEB - ADMIN UnPaid MONTICELLO ANIMAL CONTROL $33.00 PICK UP 1 DOG 12/22 UnPaid PEOPLE SERVICE INC. $33,936.00 MONTHLY UnPaid PUBLIC EMPLOYEES RETIREME $1,516.79 PPE 1/17 CK DTD 1/21/04 UnPaid RICE LAKE CONSTR GROUP $22,085.00 ESCROW TO BANK UnPaid RICE LAKE CONSTRUCTION GR $419,612.15 WEST WWTF UnPaid RMR SERVICES, INC $6,544.96 METERS UnPaid TR COMPUTER SALES LLC $2,582.94 PERMIT WORKS INSTALL UnPaid US BANK $91,778.34 2003A NORTHLAND INTEREST UnPaid WRIGHT-HENNEPIN CO-OP ELE $1,657.75 MONTHLY FEE UnPaid ZIEGLER INC $181.24 94 FORD TRK Total Checks $596,128.71 FILTER: None CITY OF OTSEGO 01/22/04 11:26 AM *Check Detail Register© Page 1 JANUARY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AGGREGATE INDUSTRIES E 101-43100-370 Sand and Gravel ---$56 0.61 1735245 GRAVEL ROADS Total AGGREGATE INDUSTRIES - $56.61 Unpaid ARROW TERMINAL LLC E 101-43100-203 Supplies - General $262.82_20873 MISC SUPPLIES Total ARROW TERMINAL LLC $262.82 Unpaid BERLIN TIRE CENTER, INC E 101-43100-220 Repair/Maint Supply (GENERAL) $357.55 2790019346 94 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) _ $459.87 2790019379 94 FORD TRK Total BERLIN TIRE CENTER, INC $817.42 Unpaid BOISE CASCADE OFFICE PRODUCTS r ___ - E 101-41400-201 Office Supplies $266.32 138816 OFFICE SUPPLIES E 101-41400-201 Office Supplies $248.65 854199 OFFICE SUPPLIES _ Total BOISE CASCADE OFFICE PRODUCTS $514.97 Unpaid DNR WATERS E 601-49400-310 Miscellaneous _$666_00 2003 DNR FEE Total DNR WATERS $666.00 ,on paid DRIVER & VEHICLE SERVICES ---- E 101-43100-310 Miscellaneous $14.50 PLATE 909133 02 FORD E 101-43100-310 Miscellaneous $14.50 PLATE 914958 04 STRG E 101-43100-310 Miscellaneous $14.50 PLATE 904066 00 INT -L E 101-43100-310 Miscellaneous $14.50 PLATE 197481 67 HMDE E 101-43100-310 Miscellaneous $14.50 PLATE 166364 94 FORD E 101-43100-310 Miscellaneous $14.50 PLATE 161040 92 FORD E 101-43100-310 Miscellaneous $14.50 PLATE 108508 87 CHEV E 101-43100-310 Miscellaneous $14.50 PLATE 108359 81 FORD E 101-43100-310 Miscellaneous $14.50 PLATE 181129 99 FELL Total DRIVER & VEHICLE SERVICES $130.50 Un aidpCORP _ .�.-...,,.�„<,�.....�.�.., DRUMMOND AMERICAN CORPORATION _......_.,....r....� E 101-43100-203 Supplies - General _ $407.67 1612915 MISC GEL LUB/NUTBLTLSNR Total DRUMMOND AMERICAN CORPORATION $407.67 Unpaid ECM PUBLISHERS INC --- E 101-41400-350 Print/Binding (GENERAL) $43.09 159985 SUB ORD E 250-42410-350 Print/Binding (GENERAL) $42.00 159986 BLDG INSPE HELP WANT E 101-42150-350 Print/Binding (GENERAL) $94.50 160155 POLICE COMM AD E 101-41530-350 PrinUBinding (GENERAL) _ $81.00_ 160156 PLANNING COMM OPENING Total ECM PUBLISHERS INC $260.59 Unpaid GROEN GARY CPA --------- E 101-41600-390 Contracted Services $990.00 JAN 1-16 04 E 101-41600-390 Contracted Services _$1,375.00 DEC 03 Total GROEN GARY CPA $2,365.00 Unpaid H & L MESABI - E 101-43100-220 Repair/Maint Supply (GENERAL) - _$183.94_ 60407 CASE TRACTOR BLADE/PLOW BOLT Total H & L MESABI $183.94 Unpaid HALLMAN OIL COMPANY E 101-43100-202 Gas & Oil $321.08 110800 CHEVRON PREM E 101-43100-202 Gas & Oil $427.13 692 DIESEL E 101-43100-202 Gas & Oil $199.95 693 FUEL OIL CITY OF OTSEGO 01/22/04 11:26 AM *Check Detail Register© Page 2 JANUARY 2004 Check Amt Invoice Comment Total HALLMAN OIL COMPANY $948.16 Unpaid ICMA RETIREMENT TRUST E 101-41400-121 PERA $192.31 PPE 1/7 CK DTD 1/21/04 G 101-21705 Other Retirement $230.00 PPE 1/7 CK DTD 1/21/04 Total ICMA RETIREMENT TRUST $422.31 Unpaid. _ . _" _.---....._..�.._.. JACQUIE ROGNLI --,.,..�.�, ,--.-,..--_.�- j.,�.-.-._..., — ""--'-------••---.- E 101-41400-347 Newsletter —_$875.00 2004-01 NOV/DEC VIEW Total JACQUIE ROGNLI $875.00 JESSICA STOCKAMP `"'""'-"'�'�•-^�----•----- E 101-45250-203 Supplies - General $136.35 SANTA DAY SUPPLIES Total JESSICA STOCKAMP _ $136.35 ..MAMA ._..m___w•._.,__-_____......".�__._.........__ E 101-41400-360 Education/Training/Conferences _ $18.00 786 10/16 MEETING Total MAMA $18,00 Unpaid_ MARTIN BENEFIT ADMINISTRATORS_-,_._. . __....dY.....<..,,._--,-_,._ _ ...,-_•..,_"--'"""""-""""'""' '"'""--°---- E 101-41400-390 Contracted Services $550.00 2921 125 PLAN Total MARTIN BENEFIT ADMINISTRATORS _ $550.00 Unpaid MEDICA E 250-42410-123 Health $1,793.50 FEB -BLDG E 101-43100-123 Health $2,390.47 FEB - PW E 101-41400-123 Health $2,792.73 FEB - ADMIN Total MEDICA $6,976.70 Unpaid MINNESOTA LIFE E 250-42410-130 Employer Paid Ins (GENERAL) $8.20 FEB - BLDG E 101-43100-130 Employer Paid Ins (GENERAL) $74.60 FEB - PW E 101-41400-130 Employer Paid Ins (GENERAL) $21.70_ FEB - ADMIN Total MINNESOTA LIFE $104.50 Un—pa—id, Un aid K .,.....•__....,...,..-.- -- MONTI CELLO ANI MAL CONTROL - "'""`""""'-�----•------- E 101-42710-390 Contracted Services $33.00 PICK UP 1 DOG 12/22 Total MONTICELLO ANIMAL CONTROL _427 $33.00 PEOPLE SERVICE INC. "'�""'^"��~--••-- E 602-49450-390 Contracted Services $12,327.56 7623 MONTHLY E 602-49450-390 Contracted Services $8,608.00 7623 03 TRUE UP E 601-49400-390 Contracted Services $8,608.00 7623 03 TRUE UP E 601-49400-390 Contracted Services $4,392.44 7623 MONTHLY Total PEOPLE SERVICE INC. $33,936.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-41400-121 PERA $291.05 PPE 1/17 CK DTD 1/21/04 E 101-43100-121 PERA $320.47 PPE 1/17 CK DTD 1/21/04 G 101-21704 PERA $727.72 PPE 1/17 CK DTD 1/21/04 E 250-42410-121 PERA __ $1_77.55_ PPE 1/17 CK DTD 1/21/04 Total PUBLIC EMPLOYEES RETIREMENT FD $1,516.79 RICE LAKE CONSTR GROUP --•-•- E 430-43256-500 Capital Outlay (GENERAL) _$22,085.00 ESCROW TO BANK Total RICE LAKE CONSTR GROUP $22,085.00 Unpaid RICE _ LAKECONSN,*S" ... .TRUCTION 'd GROUP """"""` '""""""'°"""""^ ��-•---�- E 430-43256-500 Capital Outlay (GENERAL) $419,612.15 PAY 2 WEST WWTF CITY OF OTSEGO 01/22/04 11:26 AM *Check Detail Register© Page 3 JANUARY 2004 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 350 Waterfront West/85th DS 430 West Trtmnt Plant -Phase 1 601 WATER FUND 602 SEWER FUND 10100 BANK OF ELK RIVER $15,244.32 $4,604.19 $91,778.34 $441,697.15 $21,040.28 $21,764.43 $596,128.71 Check Amt Invoice Comment Total RICE LAKE CONSTRUCTION GROUP $419,612.15 Unpaid RMR SERVICES, INC �----~---- E 601-49400-203 Supplies - General _ $6,544.96_ 2004-2 METERS Total RMR SERVICES, INC $6,544.96 Unpaid TR COMPUTER SALES LLC • " ' '. -- .,..._ . ,. _ ,_ _ _., .. ,._.: _. E 250-42410-390 Contracted Services $1,007.94 239 PERMIT WORKS SUPPORT E 250-42410-390 Contracted Services $300.00 243 PERMIT WORKS INSTALL E 250-42410-390 Contracted Services $1,275.00 251 PERMIT WORKS TECH SERVICE Total TR COMPUTER SALES LLC $2,582.94 Unpaid E 350-47000-602 Bond Interest $91,778.34 2003A NORTHLAND INTEREST Total US BANK $91,778.34 WRIGHT-HENNEPIN CO-OP ELECTRIC E 602-49450-390 Contracted Services $828.87 12148 MONTHLY FEE E 601-49400-390 Contracted Services $828.88_ 12148 MONTHLY FEE Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1,657.75 Unpaid ZIEGLER INC ""`—~---_~-- E 101-43100-220 Repair/Maint Supply (GENERAL) ($689.10) 080014806 94 FORD TRK E101-43100-220 Repair/Maint Supply (GENERAL) $784.94 080140674 94 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $85.40 080140675 03 PLOW TRK Total ZIEGLER INC $181.24 10100 BANK OF ELK RIVER $596,128.71 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 350 Waterfront West/85th DS 430 West Trtmnt Plant -Phase 1 601 WATER FUND 602 SEWER FUND 10100 BANK OF ELK RIVER $15,244.32 $4,604.19 $91,778.34 $441,697.15 $21,040.28 $21,764.43 $596,128.71 CITY OF OTSEGO 01/22/04 11:26 AM *Check Detail Register© Page 3 JANUARY 2004 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 350 Waterfront West/85th DS 430 West Trtmnt Plant -Phase 1 601 WATER FUND 602 SEWER FUND 10100 BANK OF ELK RIVER $15,244.32 $4,604.19 $91,778.34 $441,697.15 $21,040.28 $21,764.43 $596,128.71 Check Amt Invoice Comment Total RICE LAKE CONSTRUCTION GROUP $419,612.15 Unpaid s.r ar ,., .� RMR SERVICES, INC E 601-49400-203 Supplies - General $6,544.96. 2004-2 METERS Total RMR SERVICES, INC $6,544.96 Unpaid TR COMPUTER SALES LLC E 250-42410-390 Contracted Services $1,007.94 239 PERMIT WORKS SUPPORT E 250-42410-390 Contracted Services $300.00 243 PERMIT WORKS INSTALL E 250-42410-390 Contracted Services _$1,275.00_ 251 PERMIT WORKS TECH SERVICE Total TR COMPUTER SALES LLC $2,582.94 E 350-47000-602 Bond Interest _$91,778.34 2003A NORTHLAND INTEREST Total US BANK $91,778.34 Unpaid WRIGHT-HENNEPIN CO-OP ELECTRIC E 602-49450-390 Contracted Services $828.87 12148 MONTHLY FEE E 601-49400-390 Contracted Services $828.88 12148 MONTHLY FEE Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1,657.75 Unpaid.,, �...W:.._� ZIEGLERhINC E 101-43100-220 Repair/Maint Supply (GENERAL) ($689.10) 080014806 94 FORD TRK E 10 1 -43100-220 Repair,'Maint Supply (GENERAL) $784.94 080140674 94 FORD TRK E 10143100-220 Repair/Maint Supply (GENERAL) _ $85.40 080140675 03 PLOW TRK Total ZIEGLER INC $181.24 10100 BANK OF ELK RIVER $596,128.71 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 350 Waterfront West/85th DS 430 West Trtmnt Plant -Phase 1 601 WATER FUND 602 SEWER FUND 10100 BANK OF ELK RIVER $15,244.32 $4,604.19 $91,778.34 $441,697.15 $21,040.28 $21,764.43 $596,128.71 CITY OF OTSEGO 01/15/044:40 PM *Check Detail Register© Page 1 JANUARY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid 10,000 LAKES CHAPTER OF ICC E 250-42410-360 Education/Training/Conferences $60.00 TIM ROCHEL FEB 19TH CLASS Total 10,000 LAKES CHAPTER OF ICC $60.00 Unpaid AL V I N M C C L U R E """^`~- Y~�~�•-----a•--•------...-...__ E 101-42150-101 Full -Time Employees Regular — $50.00 03 POLICE COMM 5 MEETINGS Total ALVIN MC CLURE $50.00 Unpaid ARLENE HOLEN �,., _., _.... _ ._,•. E 101-45300-101 Full -Time Employees Regular _ _$10.00_ 03 HERITAGE 1 MEETING Total ARLENE HOLEN $10.00 Unpaid BLACK .1RON A_.... `.."_,.-..m•_----..� •_•___.. E 101-45300-101 Full -Time Employees Regular $50.00 03 HERITAGE 5 MEETINGS Total BLACK RON $50.00 CASSADYROSE "°`"�.`,,"'°."._^°..,..,,,,..._„.^_-----•,--.,.�---.__.. E 101-45250-100 Wages and Salaries (GENERAL) $80.00 03 PARK & REC 8 MEETINGS Total CASSADY ROSE $80.00 Unpaid CHRIS WILSON E 101-45300-101 Full -Time Employees Regular $70.00_ 03 HERITAGE 7 MEETINGS Total CHRIS WILSON $70.00 Unpaid.,...,. FRIEDA LOBECK - �----��----.._. E 101-45300-101 Full -Time Employees Regular __$10.00_ 03 HERITAGE 1 MEETING Total FRIEDA LOBECK $10.00 Unpaid ICMA RETIREMENT TRUST-«--•�--�- G 101-21705 Other Retirement $230.00 PPE 1/3/04 CK DTD 1/07 E 101-41400-121 PERA $_192.31 PPE 1/3/04 CK DTD 1/07 Total ICMA RETIREMENT TRUST $422.31 Un aid p JANE M BARTHELD _a_.._,.e-..._......_._- .,.-._-..,__.......-._ _�_..,-,.. E 101-42150-101 Full -Time Employees Regular $60.00 03 POLICE COMM 6 MEETINGS Total JANE M BARTHELD $60.00 Unpaid_.-.,�� ' JEAN SCHNEIDER .,.�...,-„-,.�..,,,,�..�-,,:�.m., '-........---�..,..._-....,.�.�...---„...•__,n.�..^._.�._..._ . E 101-45300-101 Full -Time Employees Regular _ $60.00_ 03 HERITAGE 6 MEETINGS Total JEAN SCHNEIDER $60.00 Unpaid ' .__ JEANNINE CHRISTENSEN w_ _ .a .�. _^'4.� �. _” . __• �_ _ ___ -- E 101-45300-101 Full -Time Employees Regular - _$80_00_ 03 HERITAGE 8 MEETINGS Total JEANNINE CHRISTENSEN $80.00 JEFF BARTHELD ^~r-^•s-��-•---- �-.._ E 101-45250-100 Wages and Salaries (GENERAL) _ $70.00 03 PARK & REC 7 MEETINGS Total JEFF BARTHELD $70.00 Unpaid,.., JESSICASTOCKAMP, ..-. -=_ _-..__..... ..........._..,..__.._,.._...._..,.._._.. E 101-45250-100 Wages and Salaries (GENERAL) $70.00 03 PARK & REC 7 MEETINGS Total JESSICA STOCKAMP $70.00 Unpaid_ JIM GAIKOWSKI . _...,.....,....,...n..�.d.�.� E 101-45250-100 Wages and Salaries (GENERAL) _ $30.00 03 PARK & REC 3 MEETINGS Total JIM GAIKOWSKI $30.00 JOEL COLES CITY OF OTSEGO 01/15/04 4:40 PM *Check Detail Register© Page 2 JANUARY 2004 Check Amt Invoice Comment E 101-45300-101 Full -Time Employees Regular_ $60.00 03 HERITAGE 6 MEETINGS Total JOEL COLES $60.00 Unpaid JOHN'S AUTO ELECTRIC 11 INC E 101-43100-220 Repair/Maint Supply (GENERAL) _ $173.78 SNOWBLOWER Total JOHN'S AUTO ELECTRIC 11 INC _ _ $173.78 Unpaid KATHIE DAVIS E 101-42150-101 Full -Time Employees Regular ---$60.00 03 POLICE COMM 6 MEETINGS Total KATHIE DAVIS $60.00 Unpaid ._ ..... _.. � _. .... _,,,.,:_�....,.,g,._-....�,._.,....:. MARK THORSTED ..............:....._....,..w.. _,.m.�,..e...:�,.,.,-. •n-�---�°�------a--•-.- E 101-45250-100 Wages and Salaries (GENERAL) $100.00 03 PARK & REC 10 MEETINGS Total MARK THORSTED $100.00 . ,. _....:.;:,.:.:..� _.... ..-..,,--,........ .. .. S-6 Unpaid MINNESOTA STATE TREASURER G 250-21801 BUILDING PERMIT SURCHARGE $2,839.40 4TH QTR 2003 Total MINNESOTA STATE TREASURER $2,839.40 Unpaid MN DEPARTMENT OF HEALTH -WATE E 601-49400-375 WATER TEST FEE _ $475.00 4TH QTR WATER SUPPLY CONNEC FE Total MN DEPARTMENT OF HEALTH - WATE $475.00 Unpaid NORTHLAND SECURITIES •------ E 101-41600-390 Contracted Services_ $875.00_ 385 DISCLOSURE REPORT 2003 Total NORTHLAND SECURITIES $875.00 Unpaid NORTHWEST ASSOC CONSULTANTS - - -- G 701-22374 KITTREDGE FINAL $642.45 13273 KITTREDGE CROSSING G 701-22328 WATERFRONT EAST $1,111.30 13273 WATERFRONT EAST G 701-22377 OTSEGO WEST PP $210.00 13273 OTSEGO WEST G 701-22384 MAPLE HILLS $332.68 13273 FOREST HILLS G 701-22369 DR H ZIMMER PROP $569.85 13273 ZIMMER FARMS E 101-41570-303 Planning Fees $625.06 13274 GENERAL E 101-42420-310 Miscellaneous $13.58 13275 SHACHLE E 101-42420-310 Miscellaneous $282.10 13275 CODE ENFORCEMENT E 101-42420-310 Miscellaneous $17.43 13275 THIELGES E 101-42420-310 Miscellaneous $13.58 13275 CROTHWAITE. E 101-41570-303 Planning Fees $1,150.00 13276 MEETINGS E 101-41570-303 Planning Fees $50.00 13277 SIIGN PERMITS E 101-41570-303 Planning Fees $5,000.00 13278 COMP PLAN UPDATE Total NORTHWEST ASSOC CONSULTANTS $10,018.03 Unpaid PAULINE NELSON ---•-�----•--m� E 101-45250-100 Wages and Salaries (GENERAL) $100.00__ 03 PARK & REC 10 MEETINGS Total PAULINE NELSON $100.00 PETER TORRESANI '"".""'----�-^.--„_--.4--•-----....•-• E 101-45250-100 Wages and Salaries (GENERAL) -$100.00 03 PARK & REC 10 MEETINGS Total PETER TORRESANI $100.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD �`"""'-""-'-`------ G 101-21704 PERA $16.98 12/30 SHORTAGE E 101-41550-121 PERA $157.04 PPE 1/3/04 CK DTD 1/7 E 101-41400-121 PERA $270.16 PPE 1/3/04 CK DTD 1/7 E 101-43100-121 PERA $304.21 PPE 1/3/04 CK DTD 1/7 G 101-21704 PERA $839.47 PPE 1/3/04 CK DTD 1/7 E 250-42410-121 PERA $17_8.82 PPE 1/3iO4 CK DTD 1/7 Total PUBLIC EMPLOYEES RETIREMENT FD $1,766.68 CITY OF OTSEGO 01/15/04 4:40 PM Page 3 *Check Detail Register© JANUARY 2004 TERRY LONG E101-45250-100 Wages and Salaries (GENERAL) Total TERRY LONG Unpaid THOMAS CARTER E 101-42150-101 Full -Time Employees Regular Total THOMAS CARTER $90.00 03 PARK & REC 9 MEETINGS $90.00 _$60.00 03 POLICE COMM 6 MEETINGS $60.00 Unpaid Check Amt Invoice Comment Unpaid RUDY THIBODEAU E 101-42150-101 Full -Time Employees Regular E 101-42150-101 Full -Time Employees Regular $60.00 03 POLICE COMM 6 MEETINGD Total TOM KOERWITZ Total RUDY THIBODEAU $60.00 Unpaid Unpaid SANDRA MIC HAELSON SYS INC E 101-42150-101 Full -Time Employees Regular _ $60.00 03 POLICE COMM 6 MEETINGS TOSHIBA COPIER Total SANDRA MICHAELSON $60.00 —_ $211.83 Unpaid SHARON CARTER WELLS FARGO BANK E 101-45300-101 Full -Time Employees Regular `_$60.00 03 HERITAGE 6 MEETINGS Fiscal Agent's Fees Total SHARON CARTER $60.00 Un aidP SWENSON JOY $375.00 E 101-45300-101 Full -Time Employees Regular $70.00 03 HERITAGE 7 MEETINGS Total SWENSON JOY S7000 $5,867.50 TERRY LONG E101-45250-100 Wages and Salaries (GENERAL) Total TERRY LONG Unpaid THOMAS CARTER E 101-42150-101 Full -Time Employees Regular Total THOMAS CARTER $90.00 03 PARK & REC 9 MEETINGS $90.00 _$60.00 03 POLICE COMM 6 MEETINGS $60.00 Unpaid TOM KOERWITZ E 101-42150-101 Full -Time Employees Regular $50.00 03 POLICE COMM 5 MEETINGS Total TOM KOERWITZ $50.00 Unpaid TOSHIBA AMERICA INFO SYS INC E 101-41400-413 Office Equipment Rental $211.83 37916672 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC —_ $211.83 Unpaid WELLS FARGO BANK E 302-47000-620 Fiscal Agent's Fees $375.0_0 129345 PAYING AGENT FEE Total WELLS FARGO BANK $375.00 Unpaid WELLS FARGO BANK MINNESOTA, N. E 302-47000-602 Bond Interest $5,867.50 INTEREST E 302-47000-601 Debt Sry Bond Principal $215,000.00_ GO IMPROV A 8-1-966/E Total WELLS FARGO BANK MINNESOTA, N. $220,867.50 Unpaid XCEL ENERGY """" --- E 101-43160-322 Utilities $98.07 867091254001 RIVERPOINTE ST LIGHTS Total XCEL ENERGY $98,07 10100 BANK OF ELK RIVER $239,692.60 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 302 1996 GO DEBT SERVICE 601 WATER FUND 701 DEVELOPMENT ESCROWS FUND 10100 BANK OF ELK RIVER $12,030.60 $3,078.22 $221,242.50 $475.00 $2,866.28 - _- $239,692.60 CITY OF OTSEGO 01/13/04 3:32 PM Page 1 *Check Summary Register© JANUARY 2004 Total Checks $253,097.37 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid 10,000 LAKES CHAPTER OF ICC $50.00 TIM ROCHEL MEMBERSHIP UnPaid ASSOC OF MN BLDING OFFICIAL $200.00 MEMBERSHIP TIM ROCHEL UnPaid BOISE CASCADE OFFICE PROD $905.78 OFFICE FURNITURE UnPaid CARLSON TRACTOR & EQUIP. C $564.88 CAT LOADER UnPaid ECM PUBLISHERS INC $208.19 HELP WANTED UnPaid FYLE-S EXCAVATING & HONEY $250.00 TANK PUMPING UnPaid G & K TEXTILE LEASING SYSTE $443.40 UNIFORMS UnPaid RICE LAKE CONSTR GROUP $12,401.50 ESCROW TO BANK UnPaid RICE LAKE CONSTRUCTION GR $235,628.50 WASTEWEST WWTP UnPaid WRIGHT COUNTY HIGHWAY DE $2,445.12 SALT AND SAND Total Checks $253,097.37 FILTER: None CITY OF OTSEGO 01/13/04 3:33 PM *Check Detail Register0 Page 1 JANUARY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid 10,000 LAKES CHAPTER OF ICC E 250-42410-355 Dues & Memberships $5_0.00 TIM ROCHEL MEMBERSHIP Total 10,000 LAKES CHAPTER OF ICC $50.00 Unpaid P ASSOC OF MN BLDING ...'--w,_.,...,..._-.......e._...,�._ OFFICIALS ..,,._.......:.r-......�...o.,.,._.,.,......�._-- E 250-42410-355 Dues & Memberships $200.00_ MEMBERSHIP TIM ROCHEL Total ASSOC OF MN BLDING OFFICIALS $200.00 Unpaid , ,. BOISE CASCADE OFFICE PROD_UCTS E 250-42410-570 Office Equip and Furnishings ---$905.78 166007 OFFICE FURNITURE Total BOISE CASCADE OFFICE PRODUCTS $905.78 Un aidP CARLSON TRACTOR K EQUIP. CO. E 101-43100-220 Repair/Maint Supply (GENERAL) $91.44 344 03 PLOW TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $473.44 359 CAT LOADER Total CARLSON TRACTOR & EQUIP. CO. _ $564.88 Unpaid ECM PUBLISHERS INC m E 101-41400-350 Print/Binding (GENERAL) $166.19 159706 AD E 250-42410-350 Print/Binding (GENERAL) _ $42.00 159707 HELP WANTED Total ECM PUBLISHERS INC $208.19 Unpaid FYLE'S EXCAVATING & HONEY WAG E 101-41950-310 Miscellaneous $50.00 12773 TANK PUMPING E 101-41940-430 Miscellaneous (GENERAL) $100.00 12773 TANK PUMPING E 101-43100-310 Miscellaneous $100.00_ 12773 TANK PUMPING Total FYLE'S EXCAVATING & HONEY WAG $250.00 Unpaid G & K TEXTILE LEASING E 101-43100-225 Uniforms $56.55 1043380234 UNIFORMS E 101-41400-390 Contracted Services $73.74 1043385140 MATS E 101-43100-225 Uniforms $54.55 1043385141 UNIFORMS E 101-43100-225 Uniforms $50.21 1043390068 UNIFORMS E 101-41400-390 Contracted Services $73.74 1043395010 MATS E 101-43100-225 Uniforms $78.06 1043395011 UNIFORMS E 101-43100-225 Uniforms $56.55 1043399881 UNIFORMS Totat. G & K TEXTILE LEASING SYSTEM $443.40 Unpaid RICE LAKE CONSTR GROUP E 430-43256-500 Capital Outlay (GENERAL) $12,401.50_ 1 ESCROW TO BANK Total RICE LAKE CONSTR GROUP $12,401.50 Un aid P -RICE LAKE CONSTRUCTION GROUP .—�__..�:..�-_. ... ._. E 430-43256-500 Capital Outlay (GENERAL) $235,628.50_ PAY 1 WASTEWEST WWTP Total RICE LAKE CONSTRUCTION GROUP $235,628.50 Unpaid WRIGHT COUNTY HIGHWAY DEPT E 101-43100-372 Salt & Sand 4058 SALT AND SAND Total WRIGHT COUNTY HIGHWAY DEPT _$2,445.12_ $2,445.12 10100 BANK OF ELK RIVER $253,097.37 CITY OF OTSEGO 01/13/04 3:33 PM *Check Detail Register© Page 2 JANUARY 2004 Check Amt Invoice Comment Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 430 West Trtmnt Plant -Phase 1 10100 BANK OF ELK RIVER $3,869.59 $1,197.78 $248,030.00 $253,097.37 ITEM 5.2 January 27, 2004 Lucinda Gardner Farr Development 172 Hamel Road Hamel, MN 55340 Kenneth and Margaret zachman 7326 Kadler Avenue Otsego, MN 55362 RE: 7326 Kadler Avenue Otsego, MN 55362 At their meeting on January 26, 2004, the Otsego City Council approved a temporary exception to the Wright County septic Point -Of -Sale Ordinance applicable to the sale of this property, PID 118-800-263200. The temporary exception is based on the property being sold to Farr Development for development of residential uses to be served by municipal sanitary sewer and water services. The temporary Exception shall terminate upon the happening of any of the following events, whichever occurs first: 1. The temporary exception shall expire 01-01-09. 2. Application to subdivide the property as may be allowed by the Comprehensive Plan, zoning ordinance, and Subdivision Ordinance. 3. Application to improve the property involving a Building permit, administrative permit, conditional use permit, interim use permit, or variance. 4. Failure of the existing on-site system to the extent that a public health safety risk is created or other violation of the Otsego Sewage Treatment Ordinance. 5. vacation of the property by the current residents. Sincerely, Judy Hudson City Clerk/zoning Administrator Sonestroo Owner: Cit of Otse o 8899 Nashua Ave NE, P O Box 571, Otsego, MN, 55330-73 0 Rosene Anderlik & For Period: 12/12/2003 to 1/12/2004 Re gi Associates Contractor: Rice Lake Construction Group County Road 12, P O Box 571, , Deery Engineers 6 Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO WASTEWATER TREATMENT FACILITY BRA FILE NO. 503-02-107 CLIENT PROJECT NO. CLIENT CONTRACT NO. SUMMARY 1 Original Contract Amount 2 Change Order - Addition $ 0.00 3 Change Order- Deduction $ 0.00 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 2 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK 8, ASSOCIATES, INC. 5 Approved by Contractor: Approved by Owner: RICE LAKE CONSTRUCTION GROUP CITY OF OTSEGO See Attached Specified Contract Completion Date: December 1, 2004 50302107 Req 2 Date: ITEM 5_3 -)ate: January 12 2004 No: 2 , MN, 56444 $ 6,356,000.00 $ 6,356,000.00 $ 689,727.00 $ 0.00 $ 689,727.00 $ 34,486.35 $ 655,240.65 $ 235,628.50 $ 0.00 $ 419 612.15 REQUEST FOR PAYMENT ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03.16 BRA FILE NO. 503-02-107 DATE: December 19, 2003 REQUEST FOR PAYMENT NO.: 2 FOR PERIOD: 11/22/03 thru 12/27/03 CONTRACTOR: RICE LAKE CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 SUMMARY: ORIGINAL CONTRACT AMOUNT CHANGE ORDER • Addition CHANGE ORDER - Deduction REVISED CONTRACT AMOUNT VALUE COMPLETED TO DATE PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST FOR PAYMENT ESCROW ACCOUNT: PREVIOUS AMOUNT IN ESCROW 12,401.00 TRANSFER TO ESCROW ACCOUNT 22,085.00 TOTAL AMOUNT IN ESCROW ACOUNT 34,486.00 Submitted: Rice Lake Construction Group Wade Leonard Recommended: Bonestroc, Rosene, Anderlik & Assoc. � ZZ (. /tel Stephan L. Alm, P.E. Approved: City of Otsego 0.00 0.00 ___L384,000.00 6,384,000.00 689.727.00 248,030.00 441,697.00 Date /1,1 Date Date 9/03 REQUEST F R PAYMENT RICE LAKE CONSTRUCTION GROUP P.O. BOX 517, 22360 COUNTY ROAD 12 DATE: December 19, 2003 DEERWOOD, MN 56444 REQUEST FOR PAYMENT NO.: 2 WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 ----CONTRACT AMCUNT---- ----ESTIMATE AMOUNT ---- ITEM # DESCRIPTION QTY U/M UNIT TOTAL QUANTITY PREV. QUANTITY THIS EST. QUANTITY AMOUNT 1010 MOBILIZATION 1 LS 244,800.00 244,800.00 0.15 0.80 TO DATE TO DATE 1020 PERFORMANCE BOND 1 LS 72,270.00 72,270.00 1.00 0.95 232,560.00 1030 PROJECT INSURANCE 1 LS 9,230.00 9,230.00 1.00 1.00 72,270.00 1080 DEMOBILIZATION 1 LS 5,800.00 5,800.00 0.00 1.00 9,230.00 2200 EARTHWORK 0.00 A Lump Sum 1 LS 487,000.00 487,000.00 0.03 0.08 0.11 53,570.00 e Remove Unsuitable Materials 1,000 CY 6.00 6,000.00 0.00 0.00 c Install Granular Materials 1,000 CY 14.00 14,000.00 0.00 0.00 2320 SITE PIPE A Pipe Materials 1 LS 198,870.00 198,870.00 0.28 0.38 0.66 131,254.00 B Precast Manholes 1 LS 24,360.00 24,360.00 0.70 0.30 1.00 24,360.00 c Castings 1 LS 1,330.00 1,330.00 1.00 1.00 1,330.00 o Installation 1 LS 242,350.00 242,350.00 0.02 0.27 0.29 70,281.00 2630 STORM DRAINAGE A Pipe Materials 1 LS 8,060.00 8,060.00 0.00 1.00 1.00 8,060.00 B Installation 1 LS 5,600.00 5,600.00 0.00 0.00 2635 DRAIN TILE - A Pipe Materials 1 LS 14,630.00 14,630.00 0.00 0.00 s Installation 1 LS 16,600.00 16,600.00 0.00 0.00 2820 RETAINING WALLS 1 LS 8,000.00 8,000.00 0.00 0.00 2830 FENCE & GATES 1 LS 25,990.00 25,990.00 0.00 0.00 2920 SEEDING & SODDING 1 LS 28,750.00 28,750.00 0.00 0.00 2930 LANDSCAPING 1 LS 20,480.00 20,480.00 0.00 0.00 3200 REINFORCING STEEL A Materials 325 TON 504.00 163,800.00 72.00 23.00 95.00 47,880.00 3300 B Installation CONCRETE WORK 325 TON 430.00 139,750.00 0.00 14.00 14.00 6,020.00 A Pretreatment Building 469 CY 484.00 226,996.00 0.00 0.00 e Anaerobic Basin 200 CY 484.00 96,800.00 0.00 0.00 _ C Oxidation Ditch 516 CY 484.00 249,744.00 0.00 0.00 0 Clarifier No. 1 230 CY 484.00 1t1,320.00 0.00. 0.00 E Clarifier No, 2 230 CY 484.00 111,320.00 0.00 0.00 F Final Clarifier Splitter Box 11 CY 484.00 5,324.00 0.00 0.00 G Sludge Thickening Building 522 CY 484.00 252,648.00 0.00 0.00 H Aerobic Digesters 152 CY 484.00 73,568.00 0.00 68.00 68.00 32,912.00 i Sludge Thickening Tank 610 CY 484.00 295,240.00 0.00 0.00 i U. V. Building 186 CY 484.00 90,024.00 0.00 0.00 K Control Building 112 CY 484.00 54,208.00 0.00 0.00 L Misc. Concrete 42 CY 484.00 20,328.00 0.00 0.00 3400 PRECAST CONCRETE 1 LS 36,800.00 36,800.00 0.00 0.00 4200 MASONRY A Materials 1 LS 31,860.00 31,860.00 0.00 0.00 B Installation 1 LS 51,030.00 51,030.00 0.00 0.00 5500 MISC. METALS A Materials 1 LS 123,000.00 123,000.00 0.00 0.00 s Installation 1 LS 33,550.00 33,550.00 0.00 0.00 6100 ROUGH CARPENTRY A Pretreatment Building 1 LS 18,670.00 18,670.00 0.00 0.00 B Sludge Thickening Building 1 LS 20,870.00 20,870.00 0.00 0.00 c U. V. Building 1 LS 12,510.00 12,510.00 0.00 0.00 D Control Building 1 LS 17,220.00 17,220.00 0.00 0.00 _ REQUEST FOR PAYMENT DATE: December 19, 2003 REQUEST FOR PAYMENT NO.: 2 WASTEWATER TREATMENT FACILITY OTSEGO,MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 ITEM s# DESCRIPTION 1010 MOBILIZATION 1020 PERFORMANCE BOND 1030 PROJECT INSURANCE 1080 DEMOBILIZATION 2200 EARTHWORK A Lump Sum a Remove Unsuitable Materials c Install Granular Materials 2320 SITE PIPE A Pipe Materials e Precast Manholes c Castings o Installation 2630 STORM DRAINAGE A Pipe Materials B Installation 2635 DRAIN TILE A Pipe Materials B Installation 2820 RETAINING WALLS 2830 FENCE & GATES 2920 SEEDING & SODDING 2930 LANDSCAPING 3200 REINFORCING STEEL A Materials 8 Installation 3300 CONCRETE WORK A Pretreatment Building s Anaerobic Basin c Oxidation Ditch o Clarifier No. 1 E Clarifier No. 2 F Final Clarifier Splitter Box G Sludge Thickening Building H Aerobic Digesters I Sludge Thickening Tank i U. V. Building K Control Building L Misc. Concrete 3400 PRECAST CONCRETE 4200 MASONRY A Materials B Installation 5500 MISC. METALS A Materials B Installation 6100 ROUGH CARPENTRY A Pretreatment Building B Sludge Thickening Building c U. V. Building 0 Control Building ----CONTRACT AMOUNT ---- 1 LS 1 LS 1 LS 1 LS 1 LS 1,000 CY 1,000 CY 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 325 TON. 325 TON' 469 CY 200 CY 516 CY 230 CY 230 CY 11 CY 522 CY 152 CY 610 CY 186 CY 112 CY 42 CY 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 244, 800.00 72, 270.00 9,230.00 5,800.00 487,000.00 6.00 14.00 198, 870.00 24,360.00 1,330.00 242,350.00 8,060.00 5,600.00 14,630.00 16,600.00 8,000.00 25, 990.00 28,750.00 20,480.00 504.00 430.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 484.00 36,800.00 31, 860.00 51,030.00 123,000.00 33, 550.00 18, 670.00 20,870.00 12, 510.00 17,220.00 TOTAI 244, 800.00 72,270.00 9,230.00 5,800.00 487,000.00 6,000.00 14,000.00 198,870.00 24,360.00 1,330.00 242,350.00 8,060.00 5,600.00 14,630.00 16, 600.00 8,000.00 25,990.00 28,750.00 20,480.00 163,800.00 139,750.00 226,996.00 96,800.00 249,744.00 111,320.00 111,320.00 5,324.00 252,648.00 73,568.00 295,240.00 90,024.00 54,208.00 20,328.00 36,800.00 31,860.00 51,030.00 123,000.00 33,550.00 18,670.00 20,870.00 12,510.00 17,220.00 RICE LAKE CONSTRUCTION GROUP P.O. BOX 517, 22360 COUNTY ROAD 12 DEERWOOD, MN 56444 ----ESTIMATE AMOUNT ---- QUANTITY PREV. 0.15 1.00 1.00 0.00 0.03 0.00 0.00 0.28 0.70 1.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 QUANTITY THIS EST. 0.80 0.08 0.38 0.30 0.27 1.00 23.00 14.00 68.00 QUANTITY 0.95 1.00 1.00 0.00 0.11 0.00 0.00 0.66 1.00 1.00 0.29 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 AMOUNT TO DATE 232, 560.00 72,270.00 9,230.00 53,570.00 131,254.00 24, 360.00 1,330.00 70,281.00 8,060.00 47, 880.00 6,020.00 32,912.00 11262 U. V. EQUIPMENT A Materials 1 LS 76,680.00 76,680.00 0.00 0.00 B Installation 1 LS 1,200.00 1,200.00 0.00 0.00 11304 CLARIFIERS & GRIT EQUIPMENT A Materials 1 LS 83,630.00 83,630.00 0.00 0.00 B Clarifiers - Installation 2 EA 6,430.00 12,860.00 0.00 0.00 c Grit Equipment - Installation 1 LS 1,990.00 1,990.00 0.00 0.00 11306 SUB. SEWAGE PUMPS 3 EA 19,160.00 57,480.00 0.00 0.00 11312 PROGRESSIVE CAVITY PUM 1 EA 35,000.00 35,000.00 0.00 0.00 11328 VORTEX GRIT CHAMBER A Materials 1 LS 17,660.00 17,560.00 0.00 0.00 B Installation 1 LS 1,200.00 1,200.00 0.00 0.00 11348 SAMPLERS A Materials 1 LS 7,920.00 7,920.00 0.00 0.00 B Installation 1 LS 300.00 300.00 0.00 0.00 11361 GBT & POLYMER EQUIPMENT A Materials 1 LS 107,530.00 107,530.00 0.00 0.00 B Installation 1 LS 5,090.00 5,090.00 0.00 0,00 11377 P. D. BLOWERS 3 EA 10,240.00 30.720.00 0.00 0.00 11378 COARSE BUBBLE DIFFUSER 1 LS 10,700.00 10,700.00 0.00 0.00 11381 CARROUSEL AERATORS A Materials 2 EA 46,860.00 93,720.00 0.00 0.00 e Installation 2 EA 2,120.00 4,240.00 0.00 0.00 11383 VORTEX MIXING SYSTEM 1 LS 67,940.00 67,940.00 0.00 0.00 11386 SUB. TANK MIXERS A Materials 3 EA 9,330.00 27,990.00 0.00 0.00 e Installation 3 EA 450.00 1,350.00 0.00 0.00 11600 LABORATORY EQUIPMENT 1 LS 40,000.00 40,000.00 0.00 0.00 11691 ODOR CONTROL SYSTEM 1 LS 39,000.00 39,000.00 0.00 0.00 12505 BLINDS 1 LS 640.00 640.00 0.00 0,00 12600 LABORATORY FURNITURE 1 LS 31,500.00 31,500.00 0.00 0.00 12620 FURNITURE 1 LS 5,000.00 5,000.00 0.00 0.00 13301 MAG METERS 3 EA 3,660.00 10,980.00 0.00 0.00 15000 MECHANICAL A Mobilization 1 LS 30,000.00 30,000.00 0.00 0.00 e Sluice Gates Materials 1 LS 35,000.00 35,000.00 0.00 0.00 Labor 1 LS 4,500.00 4,500.00 0.00 0.00 c DIP Materials 1 LS 145,000.00 145,000.00 0.00 0.00 Labor 1 LS 126,490.00 126,490.00 0.00 0.00 D Hangers Materials 1 LS 10,000.00 10,000.00 0.00 0.00 Labor 1 LS 1,000.00 1,000.00 0.00 0.00 E Valves - Materials 1 LS 48.000.00 48,000.00 0.00 0.00 F Insulation 1 LS 20,810.00 20,810.00 0.00 0.00 G Underground Pipe Materials 1 LS 15,000.00 15,000.00 0.00 0.00 Labor 1 LS 20,000.00 20,000.00 0.00 0.00 H Vent Pipe Materials 1 LS 10,000.00 10,000.00 0.00 0.00 Labor 1 LS 12,000.00 12,000.00 0.00 0.00 i Domestic Water Pipe Materials 1 LS 15,000.00 15,000.00 0.00 0.00 Labor 1 LS 16,000.00 16,000.00 0.00 0.00 i Excavation & Backfill 1 LS 9,000.00 9,000.00 0.00 0.00 K Fixtures Materials 1 LS 12,000.00 12,000.00 0.00 0.00 Labor 1 LS 1,500.00 1,500.00 0.00 0.00 L COiFD,RD Materials 1 LS 18,500.00 18,500.00 0.00 0.00 Labor 1 LS 15,000.00 15,000.00 0.00 0.00 m Water Heater Materials 1 LS 5,000.00 5,000.00 0.00 0.00 Labor 1 LS 500.00 500.00 0.00 0.00 N Chemical Piping Materials 1 LS 5,000.00 5,000.00 0.00 0.00 Labor 1 LS 2,500.00 2,500.00 0.00 0.00 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO CLIENT PROJECT NO. BRA FILE NO. 503-02-107 CONTRACTOR RICE LAKE CONSTRUCTION GROUP CHANGE ORDERS PAYMENT SUMMARY No• From To Payment R t Material on Hand Total Payment to Date Retainage Pay No, 2 $655,240.65 34,486.35 Original Contract Change Orders $6,356,000.00 e aifwgy uompieted 1 12/01/2003 12/11/03 235,628.50 12,401.50 248,030.00 2 12/12/2003 01/12/04 419,612.15 34,486.35 689,727.00 Material on Hand Total Payment to Date Retainage Pay No, 2 $655,240.65 34,486.35 Original Contract Change Orders $6,356,000.00 Total Amount Earned $689,727.00 Revised Contract $6,356,000.00 50302107 Req 2 26 -Jan -04 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: WATER TREATMENT PLANT / PUMP HOUSE #3, WELL PUMPS #4 & #5 AND SCADA SYSTEM, COP 03-04 Pay Estimate No. 5 Contractor: EnComm Midwest, Inc. Original Contract Amount: $ 802,707.00 Contract Amount After Change Orders: $ 867,247.00 Award Date: June 12, 2003 Completion Date: April 30, 2004 Dear Honorable Mayor and Council Members: PAY ESTIMATE NO. 5 City of Otsego Improvement Project 03-04 Pumphouse #3 The following work has been completed on the above referenced project: PART Bid Schedule "A" - Site Work ITEM 5.4 Bid Schedule "B" Yard Pining r ucar - ora Scneauie A.. $34,616.00 $24,255.00 Estimated uwurnrn mwwesr Item No. Estimated Used To - Item Description 4" Drain Pie Sch 40 PVC Number of Unit Unit Price Extension Used To - Extension No. Description Units Unit Unit Price Contract Price Date Extension 1 Gradin and Excavation1 30 LS $2,500.00 $2,500.00 90% $2,250.00 2 Structural Backfill LV 400 CY $13.50 $5,400.00 510 $6,885.00 3 Class V Gravel LV 160 TON $16.00 $2,560.00 63 $9,545.00 4 Bituminous Wear Course Type LV2 70 TON $83.00 $5,810.00 5 6" Concrete Walk - Well Head Pad 47 SY $38.00 $1,786.00 1 $4,150.00 6 Silt Fence 1000 1 LF $2.00 $600.00 -300 150 $300.00 7 Seeding includes seed 0.2 AC $3,200.00 $640.00 $5,250.00 $5,250.00 8 Mulching includes disk anchorin 0.4 TON $1,000.00 $400.00 $250.00 $250.00 9 Fertilizer 100 LBS $1.00 $100.00 9A Geo rid HDPE Structural Soils Material- C.O.#1 890 _Sy $3.00 $2,670.00 890 $2,670.00 Crushed Concrete & Asphalt Recycle 1-1/2" to 3" 9B Material -(C. .#1 405 TONS $30.00 $12,150.00 405 $12,150.00 Bid Schedule "B" Yard Pining r ucar - ora Scneauie A.. $34,616.00 $24,255.00 Total - Bid Schedule "B" $42,675.00 $46,077.00 ot516pe-1 1 Pay Estimate No. 5 1/21/2004 Estimated Item No. Number of Used To - 10 Description 4" Drain Pie Sch 40 PVC Units Unit Unit Price Extension Date Extension 11 3" DIP Class 52 Mechanical Joints 60 70 LF LF $26.50 $48.00 $1,590.00 $3,360.00 65 77 $1,722.50 12 6" DIP Class 52 Mechanical Joints 30 LF $50.50 $1,515.00 33 $3,696.00 $1,666.50 13 12" DIP Class 52 Mechanical Joints 180 LF $77.00 $13,860.00 186 $14,322.00 14 16" DIP Class 52 Mecanical Joints 80 LF $115.00 $9,200.00 63 $9,545.00 48" Sanitary Manhole/Include Backwash Air Break 15 Piping and 6" PVC SDR35 Stub Out 1 EACH $4,150.00 $4,150.00 1 $4,150.00 16 16A Fittings Floor Drain Line and Seepage Manhole- C.O.#2 1000 1 LBS $3.50 $3,500.00 1600 $5,600.00 1 $5,250.00 Remove & Reinstalling Fire Hydrant in Temporary LS $5,250.00 $5,250.00 16B Access Road- (C.O.#2)1 LS $250.00 $250.00 50% $125.00 Total - Bid Schedule "B" $42,675.00 $46,077.00 ot516pe-1 1 Pay Estimate No. 5 1/21/2004 Bid Schedule "C" - Well PUMD and Appurtenances PAY ESTIMATE NO. 5 City of Otsego Improvement Project 03-04 Pumphouse #3 Total - Bid Schedule "C" TOTAL PART I ot516pe-1 Pay Estimate No. 5 $236,750.00 $314,041.00 $82,531.60 $152,863.60 1/21/2004 Estimated Item Number of Used To - No. Description Units Unit Unit Price Extension Date Extension 17 Submersible Well Pump & Motor 2 EACH $14,750.00 $29,500.00 0.9 $13,275.00 18 Electric Cable Submersible (Pump to Well Head 400 LF $6.50 $2,600.00 19 6" Drop Pie 400 LF $17.25 $6,900.00 20 Pitless Ada ter Unit 2 EACH $20,250.00 $40,500.00 26,325.00 Excavation & Backfill for Pitless Adapter Unit 21 includingcutting18" Well Casing2 EACH $1,250.00 $2,500.00 $1,250.00 22 Electrical Control Panel & Wiringfor Well Pump #4 1 EACH $46,355.00 $46,355.00 Z27%$12,515.85 23 Electrical Control Panel & Wirin for Well Pum #5 1 LS $64,175.00 $64,175.00 12,835.00 Revise Control Panel for Revised Operation of Lift 23A Station- C.O.#3 1 LS $20,470.00 $20,470.00 23B Provide Concrete Pad for Control Panel- C.O.#3 1 LS $800.00 $800.00 1 $800.00 Provide Concrete Pad, Primary & Secondary Conduits, Ground Grid for Interim Electrical Service 23C Transformer- C.O.#3 1 LS $6,030.00 $6,030.00 1 $6,030.00 Provide Temporary Control Panel for Lift Station #3 23D until Permanent Control Panel is Installed 1 LS $3,277.00 $3,277.00 75% $2,457.75 Upgrade Service From 200 amp to 400 amp for 23E Pumphouse #3- C.O.#3 1 LS $7,043.00 $7,043.00 1 $7,043.00 23F Well Pump and Control Panel Rental 3 MONT $2,200.00 $6,600.00 Total - Bid Schedule "C" TOTAL PART I ot516pe-1 Pay Estimate No. 5 $236,750.00 $314,041.00 $82,531.60 $152,863.60 1/21/2004 PAY ESTIMATE NO. 5 City of Otsego Improvement Project 03-04 Pumphouse #3 PART 2 Bid Schadulp "A" . PII nhn., e Total - Bid Schedule "A" $324,609.00 $194,278.20 Rid Srhprillln "R" _ Wife. T-s.-. ♦ C— Estimated 1ILV111111 1V11UWC5I Item Item Item Number of Number of Total Estimated Used To - Total Estimated Used To. Used To - No. Description Units Unit Unit Cost Cost Date Extension 24 Pumphouse Building 1 LS $184,465.00 $184,465.00 88.00% $162,329.20 25 Building Mechanical LS LS $31,080.00 $31,080.00 30% -1 $9,324.00 26 Paintinq and Protective Coating 1 LS $18,564.00 $18564.00 27 Buildin Electrical & System Control 1 LS $90,500.00 $90,500.00 25% $22,625.00 Total - Bid Schedule "A" $324,609.00 $194,278.20 Rid Srhprillln "R" _ Wife. T-s.-. ♦ C— Total - Bid Schedule "B" $147,600.00 $65,727.00 Estimated Item Item Number of Total Estimated Used To - No. 33 Total Estimated Used To - Unit No. 28 Description 7000 Gallon H dro neumatic Tank Units Unit Unit Cost Cost Date Extension 29 Air Com r 1 LS $25,440.00 $25,440.00 1 $25,440.00 1 LS 1 LS $6,780.00 $6,780.00 1 LS $1,572.00 Water Treatment and Distribution Piping and 30 Appurtenances 1 LS $61,980.00 $61,980.00 65% $40,287.00 Control Panel H dro neumatic Tank 1 LS $52,500.00 $52,500.00 F32 Startup, Operation and Maintenance Manual and __T_, 1 LS 1 $41,500.00 $41,500.00 Post Startup Operation Assistance 1 LS 5900.00 $900.00 Total - Bid Schedule "B" $147,600.00 $65,727.00 Total - Bid Schedule "C" $27,372.00 Riri "n" _ cr•wnw e.._.__ Estimated Item Number of Number of Total Estimated Used To - No. 33 Description Units Unit Unit Cost Cost Date Extension Units Chlorine Gas Treatment 1 LS $20,040.00 $20,040.00 34 PON Phos hate Treatment 1 LS $2,520.00 $2,520.00 35 Fluoridation Treatment 1 LS $3,240.00 $3,240.00 36 Booster Pum and Vaccum Injection 1 LS $1,572.00 $1,572.00 Total - Bid Schedule "C" $27,372.00 Riri "n" _ cr•wnw e.._.__ Total - Bid Schedule "D" $41,500.00 Rini Crh.H.do "F•• _ Estimated Item Number of Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 38 SCADDA System for Control Monitoring of 1 LS $12,125.00 $12,125.00 100% $12,125.00 Pumphouse (including Hydropneumatic Tank with Well #4, Well #5, 1.0 MG Water Tower #2, Sanitary Lift Station #3 with Main Control Connection to WWTP #2, including additional 37 hardware and software with startup 1 1 LS 1 $41,500.00 $41,500.00 Total - Bid Schedule "D" $41,500.00 Rini Crh.H.do "F•• _ Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART 11 $553,206.00 $272,130.20 ot516pe-1 3 Pay Estimate No. 5 1/21/2004 Estimated Item Number of Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 38 Mobilization and Demobilization 1 LS $12,125.00 $12,125.00 100% $12,125.00 Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART 11 $553,206.00 $272,130.20 ot516pe-1 3 Pay Estimate No. 5 1/21/2004 PAY ESTIMATE NO. 5 City of Otsego Improvement Project 03-04 Pumphouse ##3 SUMMARY OF BIDDING PART Bid Schedule "A" - Site Work $34,616.00 $24,255.00 Bid Schedule "B" Yard Piping $42,675.00 $46,077.00 Bid Schedule "C" -Well Pump and Appurtenances $236,750.00 $82,531.60 TOTAL PART 1 $314,041.00 $152,863.60 PART II ot516pe-1 4 Pay Estimate No. 5 1/21/2004 Bid Schedule "A" - Pumphouse $324,609.00 $194,278.20 Bid Schedule "B" - Water Treatment Facilities $147,600.00 $65,727.00 Bid Schedule "C" - Chemical Treatment $27,372.00 Bid Schedule "D" - SCADA System $41,500.00 Bid Schedule "E" - Mobilization $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $272,130.20 TOTAL PART I AND II $867,247.00 $424,993.80 TOTAL USED TO -DATE $424,993.80 LESS 5% RETAINAGE $21,249.69 LESS PREVIOUS PAYMENTS $291,925.74 WE RECOMMEND PARTIAL PAYMENT OF: $111,818.37 APPROVALS: CONTRACTOR: Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: ot516pe-1 4 Pay Estimate No. 5 1/21/2004 Pay Estimate No. 3 City of Otsego Elevated Water Storage Tank and Tower #2 January 26, 2004 Honorable Mayor & City Council City of Otsego 99 Nashua Avenue N.E. -csego, MN 55330 RE: Watertower #2 Pay Estimate No. 3 Contractor: CB & I Contract Amount: 1,162,600.00 Award Date: May 20, 2003 Completion Date: August 2, 2004 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank anri Tnwor ITEM 5-5 Total - Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $576,960.00 ot514pe#2 PE - 1 Pay Estimate #3 1/2112004 v Estimated Item Number of Contract Used To - No. Description Units Unit Unit Cost Amount Date Extension Provide foundation design prepared by Professional Engineer registered in the State of 1 Minnesota, based on loading data in Division 13. 1 LS $10,000.00 $10,000.00 100% $10,000.00 Provide steel tank & tower design, including anchorage prepared by Professional Engineer registered in the State of Minnesota based on the 2 tans ands ecificaitons. 1 LS $10,000.00 $10,000.00 100% $10,000.00 Construct tank & tower foundation including excavation, concrete, backfill, and anchorage per 3 approved design. 1 LS $84,500.00 $84,500.00 100% $84,500.00 Fumish and install piping, including watermain, riser & overflow, valves, fittings, hydrant, and 4 insulation per plans andspecifications. 1 LS $14,300.00 $14,300.00 10% $1,430.00 I Furnish and erect the 1,000,000 gallon fluted pillar elevated water tower and tank including all appurtenances as provided on plans and 5 specifications. 1 LS $803,500.00 $803,500.00 58% $466,030.00 Furnish and apply coatings on the steel surfaces of the fluted pillar elevated water tower tank as s Ispecified. 1 LS $170,000.00 $170,000.00 Furnish and install electrical and control devices 7 as providedfor in the plans andspecifications 1 LS $26,000.00 $26,000.00 8 Mobilization and Demobilization. 1 LS $10,000.00 $10,000.00 50% $5,000.00 Furnish and apply coatings for logo on the water 9 Itank as shown on the plans asspecified. 1 LS $3,000.00 $3,000.00 Total - Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $576,960.00 ot514pe#2 PE - 1 Pay Estimate #3 1/2112004 Pay Estimate No. 3 City of Otsego Elevated Water Storage Tank and Tower #2 Bid Schedule "R" Rita wnrie Total - Bid Schedule "B" - Site Work $31,300.00 $7,200.00 SUMMARY OF BIDDING Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $576,960.00 Bid Schedule "B" - Site Work $31,300.00 $7,200.00 TOTAL $1,162,600.00 $584,160.00 Total Work Completed To -Date $584,160.00 Less 5% Retainage $29,208.00 :ss Previous Payments $398,145.00 We Recommend Partial Payment of: $156,807.00 APPROVALS: CONTRACTOR: CB&I Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: ot514pe#2 PE -2 Pay Estimate #3 1/21/2004 Estimated Item Number of Contract Used To - No. Description Units Unit Unit Cost Amount Date Extension All site work including topsoil salvage and replacement, excavation, import and compacting of borrow material and aggregate base, placement of bituminous wear and course filter material and construction of concrete splash pad, 10 apron and sidewalk. 1 LS $24,000.00 $24,000.00 10% $2,400.00 Erosion Control items such as bale check, silt 11 fence and rock construction entrance. 1 LS $4,800.00 $4,800.00 100% $4,800.00 All restoration including seeding, fertilizing and 12 mulch 1 ILS $2,500.00 1 $2,500.00 Total - Bid Schedule "B" - Site Work $31,300.00 $7,200.00 SUMMARY OF BIDDING Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $576,960.00 Bid Schedule "B" - Site Work $31,300.00 $7,200.00 TOTAL $1,162,600.00 $584,160.00 Total Work Completed To -Date $584,160.00 Less 5% Retainage $29,208.00 :ss Previous Payments $398,145.00 We Recommend Partial Payment of: $156,807.00 APPROVALS: CONTRACTOR: CB&I Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: ot514pe#2 PE -2 Pay Estimate #3 1/21/2004 Pay Estimate No. 5 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 January26, 2004 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: Municipal Wells No. 4 and 5 Pay Estimate No. 5 Contractor: Traut Wells Contract Amount: $269,415.00 Award Date: May 30, 2003 Completion Date: Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schar1i ila "A" - r nmm—ih, D..kl; - IAI-, . O.. u. Item No. Description Est. Qty Unit Unit Price Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,800.00 $10,800.00 100% $10,800.00 2 Drill/Drive 24" Casing200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 300 LF $75.00 $22,500.00 294 $22,050.00 i 4 Fill/Bail Open Hole 10 CY 1 $40.00 $400.00 10 $400.00 5 6 Set 18" Casing Install Grout 410 22 LF CY $50.00 $300.00 $20,500.00 $6,600.00 410 22.5 $20,500.00 $6,750.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 50 $750.00 8 F.I.R. Development Equipment 1 LS 1 $3,200.00 $3,200.00 50% $1,600.00 9 Develop Well/Sandstone Removal 200 HR $180.00 $36,000.00 309 $55,620.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 50% $1,700.00 11 Test Pump Well 60 HR $110.00 $6,600.00 127 $13,970.00 12 Disinfect Well 1 LS $250.00 $250.00 1 $250.00 13 I Gamma Lo Well 1 LS $1,100.00 $1,100.00 100% $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 15 Water Anal SIS - Re orUPermit/Submittals 1 LS $1,150.00 $1,150.00 1 $1,150.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 100% $300.00 18 Abandon Test Boring1 LS $650.00 $650.00 1 vial - mia ,3cneaule -A" $146,350.00 $163,940.00 Pay Estimate No. 5 1/21/2004 Pay Estimate No. 5 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 Bid Schpdiih- "R" (.nmmimih, Di itil i� Wnfn %A/, 11 uc ii___..._ Item No. Description Est. Qty Unit Unit Cost Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,500.00 $10,500.00 100% $10,500.00 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 127 LF $75.00 $9,525.00 130 $9,750.00 4 Fill/Bail Open Hole 6.5 CY $60.00 $390.00 6 $360.00 5 Set 18" Casing 275 LF $50.00 $13,750.00 272 $13,600.00 6 Install Grout 14 CY $300.00 $4,200.00 15 $4,500.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 180 $2,700.00 8 F.I.R. Development Equipment 1 LS $3,000.00 $3,000.00 50% $1,500.00 9 Develop Well/Sandstone Removal 200 HR $180.00 $36,000.00 85 $15,300.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 12 Disinfect Well 1 LS $250.00 $250.00 13 Gamma Log Well 1 LS $1,100.00 $1,100.00 1 $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS $1,150.00 $1,150.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 1 $300.00 TOTAL BID SCHEDULE "A" TOTAL BID SCHEDULE "B" TOTAL BID Aal Work Completed To -Date Less 5% Retainage Less Previous Payments We Recommend Partial Payment of: $123,065.00 $86,610.00 $146,350.00 $163,940.00 $123,065.00 $86,610.00 $269,415.00 $250,550.00 $250,550.00 $12,527.50 $198,293.50 $39,729.00 APPROVALS: CONTRACTOR: TRAUT WELLS Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed Title: OWNER: CITY OF OTSEGO Signed: Title: Date: Date: 2 Pay Estimate No. 5 1/21/2004 January 16, 2004 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Final Pay Estimate No. 8 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE RE: Improvement Project No. 02-03, Quaday Avenue NE and 91 st Stret NE Contractor: Arcon Construction Contract Amount: $1,054,085.50 Award Date: 5/28/02 Completion Date: September 15, 2002 Dear Council Members: The following work has been completed on the above refeenced project: Bid Schedule "A" - Streets ITEfA 5.7 Item Description Contract Quantity Unit Unit Price Used To Date Extension 1 Mobilization 1 LS $20,000.00 1 $20,000.00 2 Remove Culvert 94 LF $6.00 94 $564.00 3 Remove Bituminous Pavement 50 SY $3.00 0 $0.00 4 Sawing Bit Pavement Full Depth) 200 LF $4.00 0 $0.00 5 Salvage & Reinstall Sign 1 EACH $120.00 0 $0.00 6 Common Excavation P 7,070 CY $3.33 7070 $23,543.10 7 Topsoil Stripping P 15,260 CY $1.15 15260 $17,549.00 8 Class 5 Aggregate Base 7" 3,300 TON $10.87 5039.2 $54,776.10 9 Mill Bituminous Surface 25 SY $5.73 20.37 $116,72 10 Type LV 4 Wearing Course Mixture C 1,190 TON $32.73 1211.61 $39,656.00 11 Type LV 3 Non -Wearing Course Mixture B 1,480 TON $28.30 1396.74 $39,527.74 12 Bituminous Material For Tack Coat 550 GAL $1.00 650 $650.00 13 Ad ust Valve Box 34 EACH $150.00 10 $1,500.00 14 Ad'ust Frame & Ring Casting 16 EACH $300.00 11 $3,300.00 15 Raise Ex. Manhole w/ Barrel Sections 6 VF $160.00 6 $960.00 16 Raise Ex. Valve Box 1 VF $150.00 6 $900.00 17 Raise Ex. Hydrant 1' Hydrant Extension 1 EACH $285.00 3 $855.00 18 Stamped Concrete Sidewalk (4")(see C01) 1,700 SY $57.00 428.3 $24,413.10 19 Stamped Concrete Sidewalk 6" 150 SY $62.00 192.99 $11,965.38 20 Construct Pedestrian Curb Ramp 6 EACH $200.00 9 $1,800.00 21 Concrete Median (6")(See C01) 470 SY $28.50 0 $0.00 22 Concrete Curb & Gutter Design B618 5,600 LF $7.00 5268.91 $36,882.37 23 6" Concrete Apron / Valley Gutter 250 SY $29.00 288.33 $8,361.57 24 Traffic Control 1 LS $2,500.00 1 $2,500.00 25 Sign Panels, Type C 420 SF $21.50 327 $7,030.50 26 Pavement Messa e Ri ht Arrow) -,.Epoxy 24 EACH $76.00 11 $836.00 27 Pavement Message Left Arrow - Epoxy 20 EACH $76.00 11 $836.00 FILE: Share\Municipal/aotsego/o*47pe SHEET: FINAL - Pay Est. #8 Final Pay Estimate No. 8 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Bid Schedule "A" - Streets (Continued) Item Description Contract Quantity Unit Unit Price Used To Date Extension 28 Pavement Message Thru Arrow - Epoxy 20 EACH $76.00 7 $532.00 29 4" Solid Line White - Epoxy 3,000 LF $0.36 2984 $1,074.24 30 12" Solid Line White - Epoxy 450 LF $1.25 0 $0.00 31 24" Stop Line White - Epoxy 185 LF $2.50 120 $300.00 32 Bale Check 30 EACH $5.00 38 $190.00 33 Silt Fence, Type Machine Sliced 4,500 LF $1.75 0 $0.00 34 Seeding - Type Lawn Restoration 3 ACRE $1,500.001 3 $4,500.00 35 Sodding - Type Lawn Restoration 2,250 SY $2.50 2025 $5,062.50 36 Seeding Mixture - 60B 300 LBS $2.20 300 $660.00 37 Commercial Fertilizer, 10-10-10 1,500 LBS $0.25 1500 $375.00 38 Hydraulic Soil Stabilizer Type 5 1 TON $630.00 1 $630.00 39 Hydraulic Soil Stabilizer Type 6 3 TON $630.00 3 $1,890.00 Total Bid Schedule "A" Bid Schedule "B" - Watermair $313,736.32 Item Description Contract Quantity Unit Unit Price Used To Date Extension 40 Connect to Existing Watermair 1 LS $300.00 4 $1 200.00 41 16" Ductile Iron Pipe CI 52 1440 LF $28.95 1440 $41 688.00 42 12" Ductile Iron Pi e Cl 52 790 LF $19.55 790 $15,444,50 8" Ductile Iron Pipe Cl 52 3425 LF $17.15 3435 $58,910.25 6" Ductile Iron Pipe CI 52 365 LF $22.80 552.75 $12,60 .70 E48 Ductile Iron Fittin 11,000 LB $1.65 7337 $12,106.05 16" ButterflyValve and Boa 4 EACH $1,425.00 4 $5,700.00 12" Butterfly Valve and Boy 2 EACH $800.00 2 $1 600.00 8" Gate Valve and Bo) 18 EACH $675.00 13 $8775.00 49 6" Gate Valve and Bo> 17 EACH $495.00 8 $3960.00 50 Hydrant 8 EACH $1,670.00 10 $16,700.00 51 Hydrant Extensior 24 LF $285.00 6.5 $1 852.50 52 Salvage and Reinstall 16" Pluc 1 EACH $100.00 1 $100.00 53 2" Insulation 500 SF $1.40 448 $627.20 54 12" DIP CL 52, Fastite Jt., Installed by Jacking an Borin of 20" Steel Casinc 230 LF $165.00 245 $40,425.00 Total Bid Schedule "B" FILE: ShareWunicipallaotsego/o1347pe SHEET: FINAL - Pay Est. #8 $221,691.20 Final Pay Estimate No. 8 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Bid Schedule "C" - Storm Sewel Item Description 55 15" PVC SDR 26 16-18' Dee 56 15" PVC SDR 26 18-20' Dee 57 12" PVC SDR '6.18-20' Dee 58 12" PVC SDR 26 - 22' Dee 59 10" PVC SDR 26 16-18' Dee 60 10" PVC SDR 26 18-20' Dee 61 in. -p- SDR 26 -- -- Dee 62 10" DIP CL 52 Fastite Jt., 10-12' Dee 63 10" DIP CL 52 Fastite Jt., 12-14' Dee 64 10" DIP CL 52, Fastite Jt. 14-16' Dee 65 10" DIP CL 52 Fastite Jt. 16-18' Dee 66 10" DIP CL 52 Fastite Jt. 18-20' Dee 67 10" DIP CL 52 Fastite Jt. 20-22' Dee 68 8" PVC SDR 35 0-8' Dee 69 8" Mir,' 'm 35 8-10' Dee 70 8" PVC SDR 35 10-12' Dee 71 6" PVC SDR 35 Service Latera 72 Standard Sanita Sewer Manhole 0-8' Dee 73 Manhole Overde tr 74 Outside Dro Connection 0-2 75 Extra De th Outside Drop Connectioin >2 76 Connect to Existi r'q Sanitary Sewer at Manhok 77 6" PVC Riser Pine 78 15"x 6" PVC W e 79 12"x 6" PVC W e 80 10"x 6" PVC W e 81 8"x 6" PVC Wye 82 12" Plug 83 10" Plug 84 6" Plug 85 10" DIP CL 52, Fastite Jt., Installed by Jacking ar Boring of 18" Steel Casinc 86 ITelevise Sanitary Sewel Total Bid Schedule "C' Bid Schedule "D" - Storm Sewer Item Description 87 42" RC Pipe A ror 88 36" RC Pipe A ror 89 45" x 73" RC Arch Pipe Apron w/ Dro wal 90 15" RC Pipe Sewer Design 3006 CLall depths 91 .V 18" RC Pipe Sewer Design 3006 CL III all depths 92 21" RC Pipe Sewer Design 3006 CL III all depths 93 27" RC Pipe Sewer Design 3006 CL III all depths 94 30" RC Pipe Sewer Design 3006 CL III all depths 95 33" RC Pipe Sewer Design 3006 CL III all depths 96 36" RC Pipe Sewer Design 3006 CL III all depths 97 42" RC Pipe Sewer Design 3006 CL III (all depths FILE: ShareWunicipal/aotsego/o1347pe SHEET: FINAL - Pay Est. #8 3 Contract Used To Quantity Unit Unit Price Date Extension 203 LF $61.25 203 $12,433.75 690 LF $61.25 690 $42,262.5C 427 LF $60.50 413 $24986,50 110 LF $60.50 110 $6655.00 20 LF $55.95 20 $1119.00 10 LF $55.95 50 $2797.50 416 LF $62.05 346 $21,469.30 10 LF $69.10 0 $0.00 9 LF $69.10 9 $621.90 10 LF $69.1 10 $691.00 36 LF $69.10 36 $2Z487.60 10 LF $69.10 10 $691.00 60 LF $69.10 60 $4146.00 10 LF $15.15 0 $0.00 252 LF $1 _t; 1 _r'l 232 $3,514.80 10 LF 15 0 $0.00 360 LF $17.40 360 $6 264.00 11 EA $1,910.00 11 $21010.00 126 VF $135.00 117 $15,795.00 1 EA $960.00 1 $960.00 8 VF $65.00 8 _ $520.00 1 EA $1,180.00 1 $1180.00 67 VF $17.40 57 $991.80 2 EA $185.00 2 $370.00 3 EA $125.00 3 $375.00 2 EA $105.00 2 $210.00 1 EA $65.00 1 $65.00 1 EA $60.00 1 $60.00 2 EA $55.00 2 $110.00 9 EA $30.00 9 $270.00 260 LF $180.00 260 $46,800.00 2533 LF $0.60 2395 $1,437.00 $220,293.65 Contract Used To Quantity Unit Unit Price Date Extension 1 EACH $1085.00 1 $1,085.00 1 EACH $900.00 1 $900.00 1 EACH $1545.00 1 $1,545.00 80 LF $29.80 79 $2,354.20 48 LF $31.50 48 $1,512.00 61 LF $32.50 61 $1982.50 160 LF $37.45 160 $5,992.00 64 LF $44.50 65 -2,892.50 275 LF $46.75 275 $12 856.25 59 LF $55.60 59 $3,280.40 864 1 LF I $31.Ubl 820 1 $25.461.00 Final Pay Estimate No. 8 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Bid Schedule "C" - Storm Sewel Item Description Contract Quantity Unit Unit Price Used To Date Extension 55 56 15" PVC SDR 26 16-18' Dee 203 LF $61.25 203 $12,433.75 57 15" PVC SDR 26 18-20' Dee 12" PVC SDR 26 18-20' Dee 690 LF $61.25 690 $42 262.50 58 12" PVC SDR 26 20-22' Deep 427 110 LF LF $60.50 413 $24,986.50 59 10" PVC SDR 26 16-18' Deep 20 LF $60.50 $55.95 110 $6655.00 60 10" PVC SDR 26 18-20' Dee 10 LF $55.95 20 50 $1,119.00 61 10" PVC SDR 26 20-22' Dee 416 LF $62.05 346 $2 787.50 $21,469.30 62 10" DIP CL 52 Fastite Jt., 10-12' Dee 10 LF $69.10 0 $0.00 63 10" DIP CL 52 Fastite Jt., 12-14' Dee 9 LF $69.10 9 $621.90 64 10" DIP CL 52, Fastite Jt., 14-16' Dee 10 LF $69.10 10 $691.00 65 66 10" DIP CL 52 Fastite Jt. 16-18' Dee 36 LF $69.10 36 $2,487.60 10" DIP CL 52 Fastite Jt. 18-20' Dee 10 LF $69.10 10 $69 1. 1..00 67 10" DIP CL 52 Fastite Jt. 20-22' Dee 60 LF $69.10 60 -$ 1 00 68 8" PVC SDR 35 0-8' Dee 10 LF $15.15 0 $0.00 69 70 8" PVC SDR 3-10'Deep 8" PVC SDR 35 10-12' Dee 252 LF $15.15 232 $3514.80 71 6" PVC SDR 35 Service Latera 10 360 LF LF $15.15 $17.40 0 $0.00 72 Standard Sanita Sewer Manhole 0-8' Deel 11 EA $1,910.00 360 $6,264.00 11 $21,010.00 73 74 Manhole Overde tr Outside Dro Connection 0-2 126 VF $135.00 117 $15,795.00 75 Extra Depth Outside Drop Connectioin >2 1 8 EA VF $960.00 $65.00 1 $960.00 _ 76 Connect to Existing Sanitary Sewer at Manhoh 1 EA $1,180.00 8 1 $520.00 $1,180.0 77 78 6" PVC Riser Pie 15"x 6" PVC W e 67 VF $17.40 57 ) $991.80 79 12"x 6" I,- W e 2 3 EA $185.00 2 $370.00 80 10"x 6" PVC W e EA $125.00 3 $375.00 81 6" PVC W e 2 EA $105.00 2 $210.00 82 2 12" Plu 1" 1 EA $65.00 1 $65.00 83 10" 1 2 EA $60.00 1 $60.00 84 6" Plug EA $55.00 2 $110.00 10" DIP CL 52, Fastite Jt., Installed by Jacking an 9 EA $30.00 9 $270.00 85 86 Boring of 18" Steel Casing ITelevise Sanitary Sewei 260 LF $180.00 260 $46,800.00 2533 LF $0.60 2395 $1,437.00 Total Bid Schedule "C' $220,293.65 Bid Schedule "D" - Storm Sewer t87 Description ontract Quantity Unit Unit Price Used To Date Extension 88 42" RC Pi e A ror 36" -RC Pi e A ror1 1 EACH $1085.00 1 $1,085.00 89 45" x 73" RC Arch Pi e A ron w/ Dl 1 EACH EACH $900.00 $1 545.00 1 $900.00 90 15" RC Pipe Sewer Design 3006 Cl de the 80 LF $29.80 1 $1,545.00 91 18" RC Pipe Sewer Design 3006 Cll depths 48 MdeDthsl LF $31.50 79 $2,354.20 48 $1,512.00 92 21" RC Pipe Sewer Design 3006 Cll depths 61 LF $32.50 61 $1,982.50 93 27" RC Pipe Sewer Design 3006 Cll de the 160 LF $37.45 160 $5 992.0094 30" RC Pi e Sewer Desi n 3006Cll de the 64 LF $44 $2 892.5095 33" RC Pi e Sewer Desi n 3006 Cl de the 275 LF $46.75 275 $12 856.2596 36" RC Pi e Sewer Desi n 3006 Cll de the 59 LF $55.60 59 $3 280.4097 42" RC Pi e Sewer Desi n 3006 Cl de the 864 LF $31.05 820 $25,461.00 FILE: Share\Municipallaotsego/o1347pe SHEET: FINAL - Pay Est. #8 3 Final Pay Estimate No. 8 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Field Modification #2 Item Description Contract Quantity Unit Unit Price Used To Date Extension 22 Additional Concrete Work 1 LS $13,257.89 1 $13,257.88 23 Conduit Drossing for Utilities 410 LF $12.00 410 $4,920.00 $18,177.89 Summary Of Work Completed To Date: $1,078,777.18 Bid Schedule "A" - STREETS S313,736.32 Bid Schedule "B" - WATERMAIN 5221,691.20 Bid Schedule "C" - SANITARY SEWER 5220.293.65 Bid Schedule "D" STORM SEWER 5199,364.50 Change Order No. 1 590,478.10 Field Modification #1 510.281.92 Field Modification #2 $4,753.60 Field Modification #3 $18,177.89 WORK COMPLETED TO DATE: $1,078,777.18 LESS 0.0% RETAINAGE: 50.00 LESS PAY ESTIMATE NO. 1 5590,858.64 LESS PAY ESTIMATE NO. 2 $104,503.34 LESS PAY ESTIMATE NO. 3 5216,450.56 LESS PAY ESTIMATE NO. 4 S9,030.33 LESS PAY ESTIMATE NO. 5 511,132.97 LESS PAY ESTIMATE NO. 6 $4,644.72 LESS PAY ESTIMATE NO. 1 $92,857.13 WE RECOMMEND FINAL PAYMENT OF: 549,299.49 Please verify the amount of previous payments, if any, and the recipt of the following items prior to making payment. 1. Certificate of claims payment (lien waiver), 2. Affidavit of payment of States taxes (MN State TAX Form 134), 3. Letter of consent from surety firm. APPROVALS: CONTRACTOR: Arcon Construction Certification by Contractor: I certify that all items and amounts are correct for the work complted to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and qualities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: FILE: ShareWunicipal/a0tsego/c1347pe SHEET: FINAL - Pay Est. #8 ITEM g_-, NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 21 January 2004 RE: Otsego — Kittredge Crossings, Area Sign NAC FILE: 176.02 — 03.08 The Planning Commission held a public hearing to consider an amendment to the PUD District for Kittredge Crossings to allow for an area identification sign larger than 32 square feet. Ms. Lucinda Gardner of Farr Development Corporation attended the meeting to present plans for the proposed sign. The Planning Commission was favorable to the design of the proposed sign and to allowing the 300 square foot structure based on the designation of Kittredge Crossings as a unique planning district within the City, planned mix of commercial and residential uses, and the scale of development. One issue that was discussed was illumination of the proposed sign, which would have to be mounted on top of the sign and downcast in accordance with the Zoning Ordinance. The Planning Commission and the applicant agreed to the sign being illuminated from lights below the sign provided that the words "of Otsego" were added to the sign. Our office supports this compromise given that the City will illuminate the water tower immediately west of this site with ground mounted spot lights. There were no public comments. After the discussion, the Planning Commission closed the public hearing and voted 5-0 to recommend approval of the request. This application will be considered by the City Council at their meeting on 26 January 2004 at 6:30 PM. A. Motion to approve a PUD District amendment to allow an area identification sign at Kittredge Crossings in excess of 32 square feet in area, subject to the following conditions: 1. The sign shall be setback five feet from any property line and 10 feet from any right-of-way, shall not be located upon any drainage and utility easement, and shall not interfere with traffic visibility in accordance with Section 20-16-8 of the Zoning Ordinance. 2. The applicant shall submit a landscape plan for the area immediately surrounding the proposed sign, subject to review and approval of City Staff. 3. Provisions for long-term ownership and maintenance of the proposed sign shall be submitted, subject to review and approval of the City Attorney. 4. Any lighting of the proposed sign shall be by fixtures mounted so as not to cause glare to the public right-of-way Section 20-16-10.C.9 of the Zoning Ordinance. 5. The sign shall be located upon a separate outlot at such time as the existing outlot on which the sign is located is final platted for development. 6. The words "of Otsego" shall be added to the text of the sign display. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan and Zoning Ordinance. C. Motion to table. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Lucinda Gardner 2 CITY OF 0 T S E G 0 '",RIGHT COUNTY, YII�IESOTA APPLICANT: Darrel A. Farr Development Corp. 01-21-04 FINDINGS & DECISION PUD AMENDMENT APPLICATION: Request for a PUD amendment to allow an area identification sign larger than 32 square feet for Kittredge Crossings. CITY COUNCIL MEETING: 26 January 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Outlot H of Kittredge Crossings. B. The property lies within the West Sanitary Sewer District and is guided for a mix of urban land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned PUD, Planned Unit Development District. D. The applicant submitted plans for an area identification sign to be located at Kittredge Parkway and 70'h Street. This sign has an area of approximately 300 square feet, height of eight feet and length of 50 feet. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The City Council approved a Comprehensive Plan establishing an integrated mix of land uses for 320 acres to be developed as Kittredge Crossings. The land uses identified by the Comprehensive Plan are to be implemented under the provisions of a PUD District. The level of planning that has been given to this specific project makes it a unique area that may be distinguished from other developments within the City. Establishment of a monument to identify the area would be consistent with past City approvals of the Comprehensive Plan amendment and PUD District. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The proposed sign is being constructed in conjunction with the Kittredge Crossings development. As such, it is expected that the proposed sign would be incorporated as part of the overall streetscape plan and coordinated with other signage within the project area. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed sign would conform to applicable performance standards specifically defined as part of the PUD District amendment related to area, height and construction. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed sign will create an identifiable monument constructed of high quality materials for what is intended to be a large, distinct area of the community. In this way the proposed sign may be distinguished from other subdivisions incorporating the same uses within one project or much smaller areas that were the intent of the current performance standards outlined in the Zoning Ordinance. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use will not generate any additional traffic. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed will not have a negative impact to City services. F. The planning report dated 30 December 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their meeting on 20 January 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 5-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for a PUD District amendment is hereby approved, subject to the following conditions: The sign shall be setback five feet from any property line and 10 feet from any right-of-way, shall not be located upon any drainage and utility easement, and shall not interfere with traffic visibility in accordance with Section 20-16-8 of the Zoning Ordinance. 2. The applicant shall submit a landscape plan for the area immediately surrounding the proposed sign, subject to review and approval of City Staff. 3. Provisions for long-term ownership and maintenance of the proposed sign shall be submitted, subject to review and approval of the City Attorney. 4. Any lighting of the proposed sign shall be by fixtures mounted so as not to cause glare to the public right-of-way Section 20-16-10.C.9 of the Zoning Ordinance. 5. The sign shall be located upon a separate outlot at such time as the existing outlot on which the sign is located is final platted for development. 6. The words "of Otsego" shall be added to the text of the sign display. PASSED by the Otsego City Council this 26th day of December, 2004. Attest: CITY OF OTSEGO IN Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 NORTHWEST ASSOCIATED ITEM 6.2 CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 21 January 2004 RE: Otsego — Forest Hills; Final Plat NAC FILE: 176.02 — 03.38 BACKGROUND Mr. Brad Paumen has submitted an application for final plat approval of Forest Hills (formerly Maple Hills) consisting of 15 single family lots within a rural cluster subdivision. The subject site is located at the northwest quadrant of CSAH 39 and Kadler Avenue. The City Council approved a Zoning Map amendment rezoning the site to R -C, Residential Rural Cluster Open Space District and a preliminary plat on 24 November 2003. Applications for final plat approval are processed in accordance with Section 21- 3-3 of the Subdivision Ordinance and do not require recommendations from the Planning Commission. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat ANALYSIS Preliminary Plat Consistency. The proposed final plat is consistent with the approved preliminary plat and applicable conditions attached thereto. The number of lots has been reduced from 17 to 15 in accordance with the density allowances of the R -C District. Furthermore, the lots along the north side of the property have been arranged to minimize potential visual impacts seen from Mississippi Pines to the north. All of the proposed lots and the proposed open space meet the requirements of the R -C District. Outots A, B and C must be overlaid by permanent conservation easements. Existing Dwelling. There is an existing dwelling in the area of Outlot C, which is to be removed. City staff will work with the applicant on the issuance of building permits for new dwellings to allow the existing home to remain for a period and allow the home owner the time necessary to relocate. Access. Access to the proposed subdivision is to be from Kadler Avenue via a divided roadway. In accordance with the conditions of preliminary plat approval, Jansen Circle has been revised to intersect existing Kadler Avenue at a 90 degree angle. The design of Jansen Avenue is such that east bound traffic is aligned with a side lot line of the lots on the east side of Kadler Avenue to minimize headlight glare. CSAH 39. Comments received from Wright County regarding the preliminary plat require dedication of 75 feet of right-of-way for CSAH 39. The final plat provides 60 feet of right-of-way. The final plat must be revised to provide an additional 15 feet of right- of-way. CONCLUSION The Forest Hills Final Plat is consistent with the requirements of the Zoning Ordinance, Subdivision Ordinance and approved preliminary plat. Subject to the conditions outlined below, our office recommends approval of the application. A. Motion to approve a final plat of Forest Hills, subject to the following conditions: The final plat shall provide a minimum 24.94 acres of openspace. Outlots A, B and C must be overlaid by permanent conservation easements. 2. The existing dwelling and all accessory buildings located on Outlot C shall be demolished. 3. The final plat is revised to provide 75 feet of right-of-way for CSAH 39. 4. The final plat and all construction plans are subject to review and approval of the City Engineer. B. Motion to deny the application based on a finding the request is inconsistent with the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. PC. Mike Roberson Judy Hudson Andy MacArthur Ron Wagner Brad Paumen X NAC BASEE■MAP D■■AIR PROVIDED BY Hakanson Anderson PREPARED OCTOBER 2001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR EXACT MEASUREMENT. ON THE GREAT RIVER ROAD - - — — ------- - ------ E XC EP T 1 0 N it t: XADL6R AVE. ME t: — — — — — — — — — — — — — _.— — — — — — — — — — — syy 577.z5--- 71171w-.rl --- - _. -. - - - - - _. - - _. - - - -. - - - Ed ly R li� 4 19 0 pz^ loll i4 S MOV" co F- ----------- ,,V- -0- 1—:0 11— II kez I -Az ourLo, ng -1p - - — — ------- - ------ E XC EP T 1 0 N it t: XADL6R AVE. ME t: — — — — — — — — — — — — — _.— — — — — — — — — — — syy 577.z5--- 71171w-.rl --- - _. -. - - - - - _. - - _. - - - -. - - - Ed ly R li� 4 19 0 pz^ loll i4 co ----------- - - — — ------- - ------ E XC EP T 1 0 N it t: XADL6R AVE. 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LLC, a I—— Ibpvily c-, nes cpasw these ..... s to ae aiyneo by .Is prop. ollicm (his Psumen Rapen; LLC meieY aumen, rss en Stale a nemla Cuunly a The I wos ac4ww PrPperl ei 4C.nan oama! a/ soC compwy, helore me :hW _� Y of 3 T , OUTLOT s n•a'sr R t 20_, by 9r 4Y 0 PwmeM Presieanl PI Pauman Wfory _o ,. �nneulo .thy CammaiOw E.pu s 11*11, carp y ,nP, I Mva s an nu la„w In PropmlY scriLw on INS Pbt a FOREST Jebncn o e qot .n I on �uw roN�a of v 1. I 1 ,b Iro s bw.00e orrectlYPresenbl.un of Ine �QY I shown; Ina, Ihe r ur 61Punaorvn n to a con; Ily Oesynofw on the pbt'P Nat ,here are r�o +sl Ivwi as Wmee .n IS 503.52. ar pua4c "h-,alospe Ms�yr�aleo, a,Mrr lion o sM+n. taa� St.,. ,l Milmewla 'Min .W. lsJ9eyu Co ,ey of wngnl The Ipregain�q ,W.eyor' rNMote we xhnp+euyee °.fare me thasepy ul 7.J9. py Rpyen 1. -o.. Lone Suraro.. 4innnela L enY W. ° ory Wrgnl un(Y. .ones°,° sry Cammiasan E.pirea Mie p .1 FOREST IIR/.S oo. I -.d arC a<eeptsa in omP4'ance wen s•nmfolo o/ I So—— S- W5.03. S.ison 2. 0Y Ine Cl, CouncY M C"y of Olepo. Lonnasm t, of o 1-9- -lelq Mb this eay of 20_ E -a d one rec 1"'bob for "bp ` l IhC y If . 20_ --— Cbr4 Mq tms Pal +ua .¢amrnenaee to approval mb evY If 20_ � i TCy -- s� 2 0 n Poie oar y „ Imo+qn r Nws1.r m,.r.e tm, _ ear o __-.. F A SyF SHEET 1 OF 2 SHEETS EXHIBIT CA OUTLOT A I nervy cw(ify Ih" 1°,m w opb .n the I 0IF PI 20 y Y°ar - w ows Mrem esacnaw on Pa,e I— to,_T-- • na rt - I E N JA N S C 1 R C L F y rh I'} ] ddl.le C y I I he..ar ae.rly Inst Ini, b ru, s nem +o, n the oro . °r the C-., 4.coroer ro nes be or 20� ofocbcY �pna .v y moroe° mcCuomel Sbeve -._. Siee os Document W. ` I I I Y• I :. - i. -._-_._.. ' 1 - NJSM IK n /d TME IW°pd a for r burr _ _ _. - _ �Trcuroer i I O U T L O T C 1 •� __ ___387..0.__. 1:1 y g .I 1 1 ee EQ 1 1 •-' - - shy b - EXCEPTION i u Jy I 0 r00 I00 JDD E E T N. E. (C.3. A -If . NO. Oe) S - -7 _ _ I � i D.R.ePHIC SCALE IN FEET _ _ - - L - - • OEHOIES oRON u0.vu l 10" R.M1 R.Tl ..' ..... ••"" rrroo'dd•_ w '- --� _�� _ - I _ O DENOTES MON r/ONUNENr Sf7 R.LS ND 7I J9 -' _f •�..- -.._ _ _ _ _ _ _ _ _ _ _ _ _� N'61'i6' ••_ _ FOR THE PURPf]$ES Of THK PLAT. THE GST - - -,� LINE Of THE NE 1/4 OF SEC. 13, T 121, R. 2e, WRCHT CWNTY. MINNESOTA IS ASSUMED _ - 1 1 I TO RF.4R S O'13'Ilts. AI�YER-RONLIN. M(: I I I SHEET 1 OF 2 SHEETS EXHIBIT CA CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: Paumen Properties, LLC 01-21-04 FINDINGS & DECISION FINAL PLAT APPLICATION: Request for final plat approval for 15 single family lots within a rural cluster subdivision. CITY COUNCIL MEETING: 26 January 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A B. The property lies within the Rural Residential Preserve and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -C, Residential Rural Open Space Cluster District. Single family dwellings are a permitted use in the R -C District. D. The final plat includes 15 single family lots and three outlots for permanent open space. E. The planning report dated 21 January 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the Forest Hills Final Plat is hereby approved, subject to the following conditions: 1 2 3 4 The final plat shall provide a minimum 24.94 acres of openspace. Outlots A, B and C must be overlaid by permanent conservation easements. The existing dwelling and all accessory buildings located on Outlot C shall be demolished. The final plat is revised to provide 75 feet of right-of-way for CSAH 39. The final plat and all construction plans are subject to review and approval of the City Engineer. 1 PASSED by the Otsego City Council this 26th day of January, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 2 ENGINEERING REVIEW Review No. 2 Hakanson Residential Subdivision ' AAsn. oco n for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Wurm-Paumen Properties, LLC Jon Wilczek, P.E., Meyer-Rohlin, Inc. Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, E,I.T, Date: January 22, 2004 Proposed Development: Forest Hill Street Location of Property: A portion of the NE Y4 of Section 15, T121, R24 51.25 acres north of CSAH 39 and west of Kadler Ave NE Applicant: Bradley Paumen Wurm-Paumen Properties, Inc, 7550 Co, Rd. 37 NW Maple Lake, MN 55358 (612) 221-0603 Developer: Wurm-Paumen Properties, Inc. Owners of Record: Elvin and Marian Alexander 9880 95th Street NE Monticello, MN 55362 Purpose: Maple Hill is a proposed 17 lot single family residential development on 51.25 acres in the City of Otsego, Wright Jurisdictional County, Minnesota. Agencies: City of Otsego, Wright County (but not limited to) Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) M801\Shared DocswLin ICIDahAotsego2bcx�22741ct2274RVW1.doc INFORMATION AVAILABLE Preliminary Plat for Maple Hill, 10/28/03, by Meyer-Rohlin, Inc. Existing Conditions, 10/28/03, by Meyer-Rohlin, Inc. Final Plat for Forest Hills, by Meyer-Rohlin, Inc. Street Profiles for Maple Hill, 10/28/03, by Meyer-Rohlin, Inc. Grading Plan for Maple Hill, 11/14/03, by Meyer-Rohlin, Inc. Jansen Circle NE Grading Plan, 11/14/03, by Meyer-Rohlin, Inc. Wetland Determination, 9/25/03, by Miller Environmental, Inc. Soil Investigation for On -Site Wastewater Systems, 10/23/03, by Miller Environmental, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 FINAL PLAT 1- The plat shall be revised to depict 75 feet of right-of-way for CSAH 39 as requested by Wright County, 2. Drainage & utility easements are required over all ponding areas/sedimentation basins. 3. Any cross drainage from lot to lot must be covered under a. drainage & utility easement. STREETS 1. Streets shall be constructed to City standards. Bituminous shall be Mn/DOT 2350, Class 5 shall be 100% crushed. (See Standard Plate No. 100, March 2003) 2. Horizontal curve data shall be called out on the plan. (21-6-2,C.1) 3. Culverts shall be depicted in the street profiles. 4. Maintain a minimum cover of 2' over the top of the pipe to the final street elevation for all culverts. (5.0.2.a.) Page 1 Ma01\Sharad Oocs\MunlclpshAotse9o2xxx\2274\ct2274RVw1.doe GRADING PLAN 1. Erosion control practices shall be adhered to as guided by the Best Management Practices Manual, published by the MPCA. a.) Show silt fence and any other erosion control devices that will be used. b.) Bale checks shall be installed at all downstream ends of culverts and in ditches as necessary to minimize erosion. 2. The grading shall be depicted such that all depression/low spots have positive drainage away from them. The plan currently depicts a depression on Lots 1 and 2, Block 2 that is not drained. 3. All buildable lots shall have a building pad area that is 1.5' (MIN.) above the street.) (21-7-4,C) 4. Benchmarks shall be called out an the plan. (See Page 7, Section 111.14 of Engineering Manual) 5. A concrete skimmer structure (see Standard Plate No. 402) will be required for the south pond. Show and label on plan. 6. The class of pipe for all storm sewer/culverts shall be called out on the plan. 7. It appears that the length of the 24" RCP culvert at station 7+50 should be approximately 90', rather than 60', 8, The maximum side slope above the normal water level for sedimentation basins is 4:1. 9. The proposed contours do not properly tie into the existing contours near the, sedimentation basins. 10. The grading on the north side of Jansen Circle NE from approximate station 19+50 to' . 21 +50 and 24+00 to 26+00 must be revised to depict a defined ditch that will direct the runoff into the sedimentation basin. WETLANDS 1. It has been determined that no wetlands are present on the site. SURFACE WATER MANAGEMENT 1, A complete stormwater drainage report shall submitted as outlined in the City of; Otsego Engineering Guidelines, Appendix C, Policy on Stormwater Drainage, Submittal Requirements for Developers. Page 2 \\Ha01\Shared 00cs\MunlclpalWotsego2xnd22741ct2274RVW1.doc . . C-UKJw j. 4.:IrM 2. Runoff shall be directed to a sedimentalon basin before allowed to enter the natural drainage system, (21-7-16.F) ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21.6 2,6.11) OTHER CONSIDERATIONS 1, Submit a geotechnical report for review. (21-6-2,13,11) Geotechnical report shall' include a stabilometer R -value. SUMMARY AND/OR RECOMMENDATION We do not recommend approval at this time. The stormwater drainage report must be submitted for review prior to a recommendation of approval. Page 3 \\N801\Shared Docs%MunicipalUActsego2)=o 2-274\ot2274RVW1.doc ITEM 7.1 WELL # 6 PRELIMINARY ENGINEERING REPORT City of Otsego January 26, 2004 Prepared by: Hakanson Anderson Assoc.,Inc. 3601 Thurston Avenue Anoka, MN 55303 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed f ssional E ine r nder the laws of the State of Minnesota. Signature: Type or Printed Name: William L. Morris, Jr., P.E. Date: _ January 26, 2003 — Lic. No.: 41600 \\Ha01\Shared Docs\MunicipahA0TSEG0\519\0T519 WELL#6 FEASIBILITY REPORT.doc 1 CITY OF OTSEGO WELL # 6 PRELIMINARY ENGINEERING REPORT SECTION 1: PURPOSE OF REPORT A. GROWTH IN EASTERN OTSEGO SERVICE AREA In the last five years, the City of Otsego has experienced very accelerated growth in residential and commercial development in the eastern service area. The number of new homes being occupied each year has ranged between 200 to 450 homes per year. Preliminary plats for several new developments are under review that will set the stage for the continuance of this growth rate. B. EXISTING WATER SUPPLY FACILITIES There are two pumphouses and three wells that currently meet the needs of the eastern service area. Pumphouse #1 is located at 15500 83rd Street adjacent to Stonegate Estates. Both Well 41( located on the west side of Parrish Avenue about 400 feet of the drive to the Elementary School) and Well #2( located within the pumphouse) supply the well water to Pumphouse #1. The 400,000 gallon water tower located at 16000 70`h Street is fed by Pumphouse #1. Pumphouse #2 is located on the west side of the access road to the City's Wastewater Treatment Plant #1 north of Highway 36. Well #3 is located on the pumphouse site, about 30 feet southwest of the building. Since the water distribution system from Pumphouse #2 is not yet connected to the water distribution system and water tower associated with Pumphouse #1, a hydropneumatic tank provides the pressure for this system. All three wells draw their water from the Franconia Ironton Galesville aquifer. The table below lists the depth of the wells and the operational pump flow rate for each well. Also included in the table is the annual withdrawal of each well for 2001,2002 and 2003. Well #3 was not completed until 2003. \\Ha01\Shared Docs\Municipal\AOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 2 WELL # DEPT INIAX. 2001 2001 2002 2002 2003 —2003 H PUMP ANNUAL AVERAGE ANNUAL AVERAGE ANNUAL AVERAGE FEET RATE WITHDRAWAL DAILY WITHDRAWAL DAILY WITHDRAWAL DAILY GPM GALLONS USE RATE GALLONS USE RATE GALLONS USE RATE GPD GPD GPD 1 201 400 15,914,000 43,200 58,524,000 159,840 90,597,000 248,210 2 172 500 23,347,000 63,360 35,204,000 96,480 71,649,000 196,290 Total 106,560 256,320 444.500 Pumphouse #1 3 370 350 NA NA NA NA 4,280,000 11,720 Total East 456,220 Side SECTION 2: DESIRABLE WATER SYSTEM CAPABILITIES A. SUMMER PEAKS VERSUS WINTER MINIMUMS The 444,500 GPD average day demand converts to 309 GPM. However, this average daily demand rates does not represent the maximum demand that the system has experienced in the hot summer months when yard irrigation is performed. From the 2003 monthly records, over 1,075,839 GPD( 747 GPM) was used in August from just Wells # 1 and #2. Over 26,613 GPD ( 18 GPM) was used from Well #3. For Wells #1 and #2, this 747 GPM is the average pump flow rate for all twenty- four hours of the day. The peak hour demand is typically estimated to be 2.5 times the average daily flow rate. Therefore, the peak hour demand in August should be about 1,868 GPM. B. RECOMMENDED STANDARDS Per the Ten State's Standards, the total developed groundwater source capacity shall equal or exceed the design maximum day demand and equal or exceed the design average day demand with the largest producing well our of service. In conjunction with the well capacity, the elevated storage tank should have enough storage capacity to provide one average day demand plus additional storage for fire flow. The well capacity may be used to supplement the fire flow requirements so that the storage volume may be keep to a minimum. The existing facilities do not meet all of these standards. The total pump rate of 900 GPM from both wells does exceed the 747 GPM maximum day demand. However, if the 500 GPM from Well #2 was not available, the 400 GPM from Well #1 fall short or meeting the \\Ha01\Shared Docs\Municipal\AOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 3 total demand by 347 GPM. This would mean that the water tower would have to supply the remainder of the flow. For the full 1,440 minutes in the day, the stored volume would have to be 499,680 gallons. If the tank was full, it only holds 400,000 gallons. This does not leave any volume for fire fighting. The American Insurance Association recommends 1,000,000 gallons of fire reserve storage for communities the size of the eastern service area. At a minimum, the water tank should be able to provide 2,000 GPM for a two hour period. This equates to a volume of 240,000 gallons. The total storage deficit becomes about 340,000 gallons for a typical August day if the largest well is out of commission. B. PROJECTED WATER DEMANDS The experienced growth rate in the eastern service area of Otsego has been between 200 to 450 homes added per year. For purposes of the projections for the next five years, it will be assumed that this growth rate will average out to 250 new houses per year. Each new home usually equates to 250 GPD of new water demand. However, according to City building permit records, by the end of 2003 there were only 1,119 homes connected to the public water and sewer system. Dividing the annual usage of 456,220 GPD by this number results in an average home usage of about 407 GPD. One possible reason for this additional 157 GPD usage is that the new developments are performing very high rates of lawn irrigation. Once the lawns get well established, the irrigation rates should drop enough to allow the 250 GPD usage rate to be applicable. For the purposes of the water demand projection below, the total annual usage includes the same excess volume of high irrigation as in 2003. Therefore, as new homes are coming online with 407 GPD, it is assumed that an existing home will be reducing its usage down to 250 GPD. The table below shows the expected total water demand for each of the two pumphouses broken down for each well. \\HaO I \Shared Docs\MunicipalWOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 4 TABLE I FIVE YEAR WATER DEMAND PROJECTION WELL # 2003 2004 2005 2006 2007 2008 GPD GPD GPD GPD GPD GPD 1 248,210 274,539 274,700 300,947 326,393 326,393 2 196,290 222,354 274,693 300,946 328,000 380,500 Total 444,500 496,893 549,393 601,893 654,393 706,893 Pumphouse #1 3 11720 21,823 31,823 41,823 51,823 61,823 Total 11720 21,823 31,823 41,823 51,823 61,823 Pumphouse #2 Total for 456220 518,716 581,216 643,716 706,216 768,716 Eastern Service Area C. PROJECTED NEEDS From these five year projections, it is clear that a larger elevated water tank is needed. To handle the average daily flow of 768,716 and a 240,000 fire flow volume, a new 1.0 million gallon tank is recommended. The best placement of this new tank will have to be determined by modeling of the system. For purposes of spreading the pressure sources throughout the system, the new tank should probably go several miles north or east of the existing tank on 701h Street. It could be best to split this 1.0 MG volume up into two tanks rather than one. The site selection and purchase, design -and construction of a new water tower typically spans a 18 to 24 month period. As discussed above, the existing system is not sufficient for the coming summer months. The quickest method to provide for the summer peaks and also for the expected average daily demands is to construct a new well and tie it into Pumphouse #1. This new well should be capable of 750 GPM. To get this volume we will have to take this well into the Mt. Simon aquifer as we did for Well #4 in the West Otsego service area. \\Ha01\Shared Docs\MunicipalWOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 5 On the attached map, five potential sites for the new well have been located. The alternative well sites have been assigned numbers according to their ranking in terms of the following parameters: • Site acquisition • Cost of connecting raw water line • Ease of access for maintenance. • Impact on community and future development Well Site No. 1 is clearly the favorite site for a new well. This site is on the existing Pumphouse #1 property. The length of the connecting raw water line would be only about 150 feet. Access would be through the existing drive. Three phase power is already at this site. An additional well on this site would not create any additional impact on the community or future development of the land. Well Site No. 2 is on a narrow neck of property owned by the School District adjacent to Highway 42. Negotiations with the School Board for the land would be less time consuming and possibly less costly than with a private property owner. The existing 8" raw waterline from Well #1 abuts this site. Sharing this line with Well #1 has been checked for impact on pressure losses. Three phase power is available along Highway 42. Being on the outside of the roadway curve, a new drive access off Highway 42 should not present a safety hazard. The location of the well in this narrow portion of the tract should not affect any future use of the property by the School District. The impact on the community would be negligible since it is adjacent to a major highway. Well Site No. 3 is also on the School's property but at the southwest corner. Approximately 3,000 feet of 12" raw water line would have to run to connect to this site. The access could be provided by a 200 drive across the adjacent development's drainage pond site. Alternative access would be from a bike path that traverses the school property. Well Site No. 4 is located on private land north of 85`h Street and at the end of the stub of 871h Street. Approximately 4,000 feet of 12" raw water line would have to be extended to this site. This site could have an impact on the development of the property by possibly eliminating one building lot. Well Site No. 5 is on the existing bike path just south of 85`h Street. A'100 foot by 50 foot wide section of the rear yard of the house facing Parell Avenue would have to be acquired. Access would be over the bike path. . Approximately 2,000 feet of 12" raw water line would have to be extended to this site. \\Ha01\Shared Docs\Municipal\AOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 6 D. PROJECT COST The construction cost of a 500 -foot deep well into the Mt. Simon would be approximately $250,000. The 12" raw water line should cost about $ 40 per foot to construct. Private land cost would be about $40,000. The rough budget numbers, including 30% contingency for legal, engineering and construction unknowns, for each alternative site is shown in the table below. WELL SITE NO. 1 $ 350,000 WELL SITE NO. 2 $ 380,000 WELL SITE NO. 3 $ 550,000 WELL SITE NO. 4 $ 600,000 WELL SITE NO. 5 $ 470,000 E. RECOMMENDATION It is recommended to pursue the construction of the new well at Well Site No. 1. The other sites should be investigated and reserved in development plans for possible future wells. \\FIa0I\Shared Docs\Municipal\AOTSEGO\519\OT519 WELL#6 FEASIBILITY REPORT.doc 7 r ,r 1 `� / -••' � �'•t,--[(i yr.^.� '� �.�5 ' y�r. /�1 ': 1:/ lA 2' . - Y r-�r';�-r r �-' � jai 11 1 '1`'It �l..x. ` r c Jn •1 � rN 1„tr i„� ti j I � t ul 1 ���' T'•Ld .- �� - -'.I "�' { `✓ � 1 � �� 11.,1 - .. /l v. 1 1 , I ' - �It_ - 1 • "-,ARK AVE. pj :_�i�1� • ''r-- - � 1 p ��,y ` i 1 � `�_ � i •< �7 ' , � f CnN r I `+ '� r `�` � �`` ` 11 �` ' iv i'1�, � i._ -i j . : •�_i `. 1 ' �ri/ � t+�ir�� ® tP l i j t ` Io i r r� l�,�`1` �� 1 111 V• �` � F 1 r' • 11 + n _``1 d- • _ ��'"Ll' 1rI K�r It �- �•"1-'- `--(L' -� __=__-__--+' - � ___- ( 1 ��------ \1``1 �` Oat , ►l`` • a i `1�'.e �. • 4 ul a rr 1 1 - a, -p . --� � .'' I 1 lr 1' � `� ------------ 1 1 0 a :. '• � ` E .� ���. 6 ---�. � 1 � .tet `�` ^��§ ``� � ---- -------- ------ ----- ------ z __ ITEM 9_2 RESOLUTION NO. 2004-??? CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION REGARDING WRIGHT COUNTY'S POSITION ON THE ANNEXATION DISPUTE BETWEEN THE CITY OF MONTICELLO AND THE TOWN OF MONTICELLO WHEREAS, Wright County adopted Resolution 03-74, dated December 2, 2003 in which the County opposed the petition of the City of Monticello to annex a portion of the Town of Monticello: and, WHEREAS, Wright County, by this resolution, has taken a position favoring one local governmental unit over another, both of which Wright County represents. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA 1. That the City of Otsego requests that Wright County equally represent both cities and townships located within the County and respect the governmental authority, legal rights, and interests of both cities and townships located with the County. 2. That Wright County withdraw Resolution 03-74. 3. That Wright County do its best to remain neutral in the dispute between the City of Monticello and the Town of Monticello. 4. That Wright County facilitate discussions between the City of Monticello and the Town of Monticello to settle their dispute for the good of the greater Monticello community. Dated this 26th day of January, 2004 CITY OF OTSEGO ATTEST: Judy Hudson, City Clerk Larry Fournier, Mayor MEMO Date: January 21, 2004 To: Mayor & Council From: City Administrator Mike Robertson Re: Public Works Equipment List Below are listed all of the major vehicles currently used by the Otsego Public Works Department. Included is a description of the vehicle's condition, what it's used for, and an estimated replacement cost, including any attached equipment. All estimated replacement costs are for new vehicles. EQUIPMENT 1981 Truck/Dump Box/Plow. 178,000 miles. Condition is fair. Used for grading roads, plowing snow, and hauling materials. Estimated Replacement Cost: $50,000. (Would be replaced by a smaller, more flexible truck). 1986 Chevy Pickup Truck. (Otsego Township Logo) 132,000 miles. Condition is very old. Used for parts runs, plowing sidewalks and cul-de-sacs. Under standing orders from City Council to not do any more major repairs. Estimated Replacement Cost: $50,000. 1988 Grader. 10,000 hours. Condition is good. Used for grading roads and plowing snow. Estimated Replacement Cost: $200,000. 1992 Ford Truck/Dump Box/Plow. 115,000 miles. Condition is fair, needs to be replaced within 3 years. Used for grading roads, plowing snow, and hauling materials. Estimated Replacement Cost: $140,000. 1993 Case Tractor/Loader/Backhoe. 5,000 hours. Condition is good, needs a new cab very soon. Used for just about everything. Estimated Replacement Cost: $60,000. 1994 Ford Truck/Dump Box/Plow. good. Needs a new dump box. snow, and hauling materials. Estimated Replacement Cost: 107,000 miles. Condition is Used for grading roads, plowing $140,000 1970 Snapper Snow Thrower. Hours unknown. Good condition, sat unused in MNDOT storage for years. Used for loading snow into trucks and blowing snow over high snow banks. Estimated Replacement Cost: $60,000. 2000 International Plow truck. 31,000 miles. Condition is good. Used for plowing snow and grading roads. Estimated Replacement Cost: $140,000. 2000 Caterpillar Loader/Front Plow/Wing Plow. 2,200 hours. Condition is good. Used primarily for plowing or removing snow in cul-de-sacs. Also used for hauling snow and dirt. Estimated Replacement Cost: $160,000. 2003 Ford Single Axel Plow Truck/Dump Box/Front Plow/Belly Plow. 27,000 miles. Used primarily for plowing the narrower, curvier streets. Estimated Replacement Cost: Cost $135,000 in 2003. FUTURE NEEDS Pickup Truck. One ton with dump box and blade. Needed for replacement of 1986 Chevy pickup truck or when an additional employee is added to the department. Estimated cost $50,000. New Dump Box for 1994 Truck. Needed soon. Estimated Cost: $15,000. New Cab for 1993 Case. Needed soon. Estimated Cost: $8,000. Truck/Dump Box/Plow. Replacement for 1992 Truck, needed within three years. Estimated Cost: $140,000. Skid Steer. Currently do not have one and borrow from another community when needed. Used for cleaning narrow sidewalks that are too wide for the pickup. Could also be used for a variety of other jobs depending on what attachments are purchased. Estimated Cost: $30,000. Street Sweeper. Currently we contract for a sweeper to do the work. It now takes four days to do the cit y, up from tw just a few years ago. Needed when nearby contractor retiresyor when City wants to bring the job in house. Estimated Cost: $70,000 used. Water Truck. Currently do not have one and borrow from another community when needed. Used for watering trees and grass in parks and city boulevards. Estimated Cost: Unknown, a used one would be fine. 2 ITEM 11--, On Wednesday, January 21, 2004, Mayor Fournier, Councilmember Vern Heidner, Mike Robertson, City Administrator and Judy Hudson, City Clerk, met with Deb from Elk River Landfill. We discussed with Deb the idea of having a "Clean Up Month" and therefore, eliminating the one day event of Clean Up Day at the old Public Works Building. The Elk River Landfill was very willing to do this for us. This would be something new to them also. Here is the proposal: Clean Up Month would run the entire month of May, 2004 Hours: 7 AM to 1 PM on Saturdays 7 AM to 5 PM on Week days Closed on Sundays Otsego residents would need to get a voucher from City Hall entitling them to one free trip to the Landfill. The only charge to residents would be for any appliances and tires (as they always have been required to pay for). The ER Landfill would collect for the appliances and tires. The Landfill will keep track of all the weights etc for us. Residents would be required to unload. No children under age 16 would be allowed to leave vehicles. Everything is acceptable EXCEPT Liquids which include oil, paint, hazardous materials, etc. The Landfill will accept compost and leaves. They will also take vehicle batteries. Staff will work on a voucher, advertising and have Jackie do a write up on this for the Otsego View. Staff will also work on a voucher that can't be duplicated. This a first for the Landfill and for Otsego. We will save money by eliminating all the hauling and wages. The Landfill is giving Otsego special pricing. By having this for the whole month of May, it will give the residents a lot more choices when to use this service.- It ervice. It is the recommendation of the Administrative Sub -committee and staff to try this new concept of "Clean Up Month" for Year 2004. Thank you, Judy Hudson Hello, my name is Clem Darkenwald 7767 NE River Rd. Owner of F&F and the 20 acres on the NW corner of 42 and 101 M.N 00 How can the public and landowners, developers come to a meeting such as the one here at city hall on January 15 and not see one or several plans of an interchange at the intersection of 101 & 42. All I saw were 8 overpass plans and not one interchange. How come, when I questioned MNDOT engineers and asked "where the interchange plans were?" They responded the city staff or those in leadership of the city never requested interchange drawings or suggestions. How come, when the MNDOT corridor study was done, the city or those involved did not follow the cities comprehensive plan? This States "The existing primary access points (CSAH 39, 42, 37, & 36) to Highway 101 are viewed as vital to the community and are to be maintained in the future" This is what the city council agreed upon as to what is best for the community because it fulfills many of the other priorities and goals listed in the comprehensive plan. On November 10, 2003 at a council meeting one of the cities staff members responded concerning my presentation to the council again what the guide plan states that 42 & 101 is a primary access point and is viewed as vital to the community at large. The staff members comment was : "The issue becomes how do you interpret the word vital." This more or less reveals the attitude and cooperation level I have received from some, not all, of the staff. Webster's definition of vital is this: Essential to existence or well-being; critically important. Based on the current Comp. Guide Plan last review April 2003 and with the cities encouragement I expanded my current building by 6000 sq. ft. Based on Market conditions, National Company inquiries, the Comp. Guide Plan stating that the intersection was a primary access point and vital to the community and would be maintained in the future, my family has invested over $1 million dollars at this intersection in just the past little over a year. I'm asking the city council not to change the comprehensive plan or any wording when it comes to any of the intersections along 101. If you change the word vital and replace it with a priority designation you will in essence put me out of business. And the city will lose one of it's best intersections. RLK my engineers have sent letters requesting public information and it has not been forwarded. I was personally told by staff members that they would call a meeting together with MNDOT and the landowners and city staff, yet it never happened. We all know that the city is to look out for the future of the city, its citizens, and its businesses; this is what the guide plan does. More commercial is what's best for the city — more not less access points to eliminate congestion is better for the city of Otsego. If you don't keep a hard line with MNDOT you will lose 42 & the city will suffer in the long run & put me out of business, which is my only source of income for my family. A cloud has been put over this intersection and not just by MNDOT but also by the city staff. MNDOT cannot do anything unless the city changes its current Comprehensive Plan. Solution: Get the city, MNDOT, and land owners together and layout an interchange that will work at 42 for the future so we can develop the 85 acres of commercial as regional commercial. Remove the cloud and stand up for what's best for the city and 42/10 1. We need: More commercial More Jobs More Regional commercial Take more advantage of the trade area More business interception Keep congestion lower by maintaining all access This will give this city more quality services to make our city more desirable. Which is what the comp. plan provides. Speeding traffic through Otsego is not an advantage to the citizens and commercial developers in Otsego, and should not be a priority. It is obvious to me that I have not been treated the same as other developers at other intersections in Otsego by some individuals. Yet I live here and have invested my life in Otsego, being one of the original businesses in this city. I've been on my current site since 1970 when I was 21 yrs. Old. I built my current store, F&F, 16 yrs. ago in 1987. We've given 3 acres of commercial to the benefit of the city and county to put in lights at the intersection of 42 and 101. I was involved in a grass roots movement also which was called "Friends of 101 corridor" and helped raise over $100,000. to assist in putting in lights at this major Intersection. I'm asking for the councils support in maintaining what is best for this city and what the comprehensive plan has called for since day 1. Thanks, LJl P/�.���GZeg