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09-25-06 ITEM 5 -1 CLAIMS LIST CITY COUNCIL MEETING SEPTEMBER 25, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 09 -14 -2006 $ 340,536.27 09 -20 -2006 $ 476,159.05 PAYROLL 09 -13 -2006 $ 37,405.90 GRAND TOTAL $ 854,101.22 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 09/20/06 3:32 PM Page 1 *Check Summary Register@ SEPTEMBER 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AIRGAS, INC. $24.37 OXYGEN /ACETYLENE/HAZMAT UnPaid ALPINE HOMES INC $1,500.00 6372 MARX AVE DRIVEWAY ONLY UnPaid ARROW TERMINAL LLC $5.44 TARP STRAPS UnPaid BAUNE CONSTRUCTION, INC. $2,000.00 12423 65TH ST LNDSCP UnPaid BEAR ALARMS $42.60 REPLACE BATTERY PUMP HOUSE 2 UnPaid BLUE CROSS BLUE SHIELD OF $10,412.00 FINANCE UnPaid BROCK WHITE CO LLC $583.32 SCHOOL KNOLL PARK STAPLES/WHITE BL UnPaid BUFFALO BITUMINOUS $86,503.20 PARKS CONSTRUCTION UnPaid BUY BUILDER DIRECT, INC. $1,000.00 7353 LAMONT CIR LNDSCP UnPaid CHUBA HOME IMPROVEMENT IN $50.50 PERMIT REFUND 12369 95TH ST UnPaid CORINNE OLSON , $82.78 K9 TRAINING ESCROW ACCT UnPaid CROW RIVER FARM EQUIPMEN $15.76 PIPE HANGERS UnPaid CURTIS & CARMEN BECHTHOLD $58.00 REFUND PERMIT 16154 62ND ST UnPaid DON'S BAKERY $14.36 COOKIES - 8/2 MEETING UnPaid EARL F ANDERSON INC $206.32 SIGNS 85TH STREET UnPaid ECM PUBLISHERS INC $2,027.04 NO DISCHARGE UnPaid ELK RIVER PRINTING & PARTY $194.90 AUTO PAY FORMS UnPaid EMPLOYER PLAN SERVICES IN $846.09 BLDG UnPaid FENNA HOMES $3,500.00 7674 PADGETT LANDSCAPE UnPaid FIRST LAB $36.50 DRUG SCREEN UnPaid FLOYD TOTAL SECURITY $680.74 MEDECO CYLINDERS EAST PLANT UnPaid G & K TEXTILE LEASING SYSTE $632.67 UNIFORMS UnPaid GOPHER STATE ONE -CALL INC $852.75 LOCATE LICKETS lnPaid GRIDOR CONSTR., INC. $147,960.00 EAST WWTF 3 UnPaid J H LARSON COMPANY $878.90 CONDUIT /GLUE/FLUOR UnPaid J.M. SEMLER BUILDING CORP $1,000.00 11495 75TH ST LNDSCP UnPaid KUE CONTRACTORS, INC. $136,193.00 PUBLIC WORKS BUILDING UnPaid M.J.B. CUSTOM HOMES INC $1,000.00 10185 JAMES AVE LNDSCP UnPaid MICHAEL JOHN ROBERTSON $1,013.40 CONFERENCE TX REIMBURSEMENT UnPaid MINNESOTA EXTERIORS INC $50.50 REFUND PERMIT FOR 8367 O'BRIAN • UnPaid MINNESOTA LIFE $176.80 FIN UnPaid MN FALL MAINTENANCE EXPO $125.00 1 DAY WED OCT 4 PW 5 PEOPLE UnPaid MONARCH HOMES, INC. $1,000.00 7773 LASALLE CT LNDSCP UnPaid NEIL C HAMMER $924.48 COMMISSIONER FEE SEBECK UnPaid NORTHWEST ASSOC CONSULT $12,550.20 WILDFLOWER UnPaid OFFICEMAX $274.80 ELECTIONS UnPaid OMANN BROTHERS INC. $382.18 AC FINES MIX UnPaid ONSITE SEWAGE TREATMENT $400.00 HAROLD CLASS 11/20 -21 UnPaid PEOPLE SERVICE INC. $45,824.50 MONTHLY SERVICE UnPaid PITNEY BOWES $351.00 POSTAGE MACHINE UnPaid QUICK FUEL FLEET SERVICES $1,340.21 GAS & DIESEL UnPaid REED BUSINESS INFORMATION $697.48 SEWERNVATERMAIN 1 -94 UnPaid ROCKWOODS RESTAURANT $465.69 LUNCHES FOR ELECTION DAY UnPaid SPRINT $207.96 LAP TOP SERVICE UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 COPIER UnPaid TOWNHOMES OF STONEGATE $10,274.00 CSAH 42 EASEMENT UnPaid VINYL GRAPHICS $452.50 ADOPT A PARK SIGN UnPaid WILSON DEVELOPMENT COMPA $1,000.00 11426 73RD ST LNDSCP UnPaid XCEL ENERGY $135.28 8899 NASHUA - 51- 4550378 -4 Total Checks $476,159.05 FILTER: None CITY OF OTSEGO 09/20/06 3:32 PM Page 1 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AIRGAS, INC. E 101 -43100 -210 Operating Supplies (GENERAL) $24.37 105848032 OXYGEN /ACETYLENE/HAZMAT Total AIRGAS, INC. $24.37 Unpaid ALPINE HOMES INC E 702 -41400 -310 Miscellaneous $1,500.00 6372 MARX AVE DRIVEWAY ONLY Total ALPINE HOMES INC $1,500.00 Unpaid ARROW TERMINAL LLC E 101 -43100 -210 Operating Supplies (GENERAL) $5.44 42631 TARP STRAPS Total ARROW TERMINAL LLC $5.44 • ...._..... Unpaid BAUNE CONSTRUCTION, INC. E 702 -41400 -310 Miscellaneous $1,000.00 12423 65TH ST LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 12436 66TH ST LNDSCP Total BAUNE CONSTRUCTION, INC. $2,000.00 Unpaid BEAR ALARMS E 601 - 49400 -390 Contracted Services $42.60 2336 REPLACE BATTERY PUMP HOUSE 2 Total BEAR ALARMS $42.60 Unpaid BLUE CROSS BLUE SHIELD OF MN E 101 -41400 -123 Health $3,414.00 ADMIN E 101 -43100 -123 Health $1,836.00 PW E 250 - 42410 -123 Health $4,498.00 BUILDING E 101 -41600 -123 Health $664.00 FINANCE Total BLUE CROSS BLUE SHIELD OF MN $10,412.00 • Unpaid BROCK WHITE CO LLC E 203 -45210 -530 Improvements Other Than Bldgs $412.47 11555774 -00 SCHOOL KNOLL PARK E 203 - 45210 -530 Improvements Other Than Bldgs $170.85 11556666 -00 SCHOOL KNOLL PARK STAPLES/WHIT Total BROCK WHITE CO LLC $583.32 Unpaid BUFFALO BITUMINOUS E 203 -45210 -500 Capital Outlay (GENERAL) $86,503.20 PAY 2 PARKS CONSTRUCTION Total BUFFALO BITUMINOUS $86,503.20 Unpaid BUY BUILDER DIRECT, INC. E 702 -41400 -310 Miscellaneous $1,000.00 7353 LAMONT CIR LNDSCP Total BUY BUILDER DIRECT, INC. $1,000.00 Unpaid — CHUBA HOME IMPROVEMENT INC R 250 -32260 BUILDING PERMITS $50.00 PERMIT REFUND 12369 95TH ST G 250 -21801 BUILDING PERMIT SURCHARGE $0.50 PERMIT REFUND 12369 95TH ST Total CHUBA HOME IMPROVEMENT INC $50.50 Unpaid CORINNE OLSON G 701 -22477 K9 TRAINING CENTER OF MN - CU $82.78 K9 TRAINING ESCROW ACCT Total CORINNE OLSON $82.78 Unpaid CROW RIVER FARM EQUIPMENT E 101 -43100 -210 Operating Supplies (GENERAL) $15.76 120332 PIPE HANGERS Total CROW RIVER FARM EQUIPMENT $15.76 Unpaid CURTIS & CARMEN BECHTHOLD R 250 -32260 BUILDING PERMITS $58.00 REFUND PERMIT 16154 62ND ST Total CURTIS & CARMEN BECHTHOLD $58.00 CITY OF OTSEGO U9/2U /Ub 3:32 PM Page 2 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment Unpaid DON'S BAKERY E 101 -41400 -203 Supplies - General $14.36 2501 COOKIES - 8/2 MEETING Total DON'S BAKERY $14.36 Unpaid EARL F ANDERSON INC E 101 -43100 -393 Street Signs $206.32 73848 SIGNS 85TH STREET Total EARL F ANDERSON INC $206.32 Unpaid ECM PUBLISHERS INC E 101 -41400 -350 Print/Binding (GENERAL) $74.25 222811 PUBLIC HEARING E 101 - 41400 -350 Print/Binding (GENERAL) $59.40 222812 CASH42/85TH ST E 101 -41400 -350 PrinUBinding (GENERAL) $59.40 222813 ZONING ORD E 101- 41400 -350 Print/Binding (GENERAL) $81.68 222814 PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $74.25 222815 PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $74.25 222816 ANOKA EQUINE E 101 -41600 -350 Print/Binding (GENERAL) $148.50 222817 FINANCIAL SUMMARY E 101 - 41600 -350 Print/Binding (GENERAL) $222.75 222818 NET ASSET E 101 - 41600-350 Print/Binding (GENERAL) $222.75 222819 REVENUE E 101 -41600 -350 Print/Binding (GENERAL) $245.03 222820 CASH FLOW E 101 -41600 -350 Print/Binding (GENERAL) $133.65 222821 REVENUE E 101 - 41600 -350 Print/Binding (GENERAL) $200.48 222822 NET ASSETS E 490 -49400 -351 Legal Notices Publishing $126.23 223436 SEWER/WATERMAIN E 490 -49450 -351 Legal Notices Publishing $126.22 223436 SEWERIWATERMAIN E 101 - 41400 -350 Print/Binding (GENERAL) $178.20 2234939 NO DISCHARGE Total ECM PUBLISHERS INC $2,027.04 Unpaid ELK RIVER PRINTING & PARTY PLU E 602 - 49450 -350 Print/Binding (GENERAL) $48.46 23874 LETTERHEAD E 601 - 49400 -350 Print/Binding (GENERAL) $48.46 23874 LETTERHEAD • E 601- 49400 -350 Print/Binding (GENERAL) $48.99 23928 AUTO PAY FORMS E 602- 49450 -350 Print/Binding (GENERAL) $48.99 23928 AUTO PAY FORMS Total ELK RIVER PRINTING & PARTY PLU $194.90 Unpaid EMPLOYER PLAN SERVICES INC E 101 -43100 -123 Health $162.47 PW E 101 -41400 -123 Health $263.32 ADMIN E 101 -41600 -123 Health $99.23 FIN E 250 -42410 -123 Health $321.07 BLDG Total EMPLOYER PLAN SERVICES INC $846.09 Unpaid FENNA HOMES E 702 -41400 -310 Miscellaneous $2,500.00 11625 75th st Indscp/driveway E 702 -41400 -310 Miscellaneous $1.000.00 7674 PADGETT LANDSCAPE Total FENNA HOMES $3,500.00 Unpaid FIRST LAB E 101 - 43100 -310 Miscellaneous $36.50 169847 DRUG SCREEN Total FIRST LAB $36.50 Unpaid FLOYD TOTAL SECURITY E 602-49450-430 Miscellaneous (GENERAL) $680.74 62073 MEDECO CYLINDERS EAST PLANT Total FLOYD TOTAL SECURITY $680.74 Unpaid G & K TEXTILE LEASING SYSTEM E 101 -43100 -225 Uniforms $101.38 1043270366 UNIFORMS E 101 - 41940 -390 Contracted Services $100.86 1043275321 MATS E 101 - 43100 -225 Uniforms $99.31 1043275322 UNIFORMS E 101 -43100 -225 Uniforms $93.25 1043280314 UNIFORMS CITY OF OTSEGO 09/20/06 3:32 PM Page 3 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment E 101 -41940 -390 Contracted Services $100.86 1043285290 MATS E 101 -43100 -225 Uniforms $137.01 1043285291 UNIFORM Total G & K TEXTILE LEASING SYSTEM $632.67 Unpaid GOPHER STATE ONE -CALL INC E 250 -42410 -310 Miscellaneous $852.75 6080677 LOCATE LICKETS Total GOPHER STATE ONE -CALL INC $852.75 Unpaid GRIDOR CONSTR., INC. E 432 -43256 -500 Capital Outlay (GENERAL) $147,960.00 PAY 18 EAST WWTF 3 Total GRIDOR CONSTR., INC. $147,960.00 Unpaid J H CARSON COMPANY E 101 - 43100 -402 Repairs/Maint Buildingss $878.90 4058766 -01 CONDUIT /GLUE /FLUOR Total J H LARSON COMPANY $878.90 Unpaid J.M. SEMLER BUILDING CORP E 702 -41400 -310 Miscellaneous $1,000.00 11495 75TH ST LNDSCP Total J.M. SEMLER BUILDING CORP $1,000.00 • Unpaid KUE CONTRACTORS, INC. E 441 -43100 -520 Buildings and Structures $136,193.00 PAY 4 PUBLIC WORKS BUILDING Total KUE CONTRACTORS, INC. $136,193.00 Unpaid M.J.B. CUSTOM HOMES INC E 702 -41400 -310 Miscellaneous $1,000.00 10185 JAMES AVE LNDSCP Total M.J.B. CUSTOM HOMES INC $1,000.00 Unpaid MICHAEL JOHN ROBERTSON E 101 - 41400 -360 Education/Training /Conferences $1,013.40 CONFERENCE TX REIMBURSEMENT Total MICHAEL JOHN ROBERTSON $1,013.40 Unpaid MINNESOTA EXTERIORS INC G 250 -21801 BUILDING PERMIT SURCHARGE $0.50 REFUND PERMIT FOR 8367 O'BRIAN R 250 -32260 BUILDING PERMITS $50.00 REFUND PERMIT FOR 8367 O'BRIAN Total MINNESOTA EXTERIORS INC $50.50 Unpaid MINNESOTA LIFE E 250 -42410 -130 Employer Paid Ins (GENERAL) $32.60 BLDG E 101 -41600 -130 Employer Paid Ins (GENERAL) $11.00 FIN E 10141400 -130 Employer Paid Ins (GENERAL) $22.10 ADMIN E 10143100 -130 Employer Paid Ins (GENERAL) $111.10 PW Total MINNESOTA LIFE $176.80 Unpaid MN FALL MAINTENANCE EXPO E 101 - 43100 -360 Education/Training/Conferences $125.00 1 DAY WED OCT 4 PW 5 PEOPLE Total MN FALL MAINTENANCE EXPO $125.00 Unpaid MONARCH HOMES, INC. E 702 - 41400 -310 Miscellaneous $1,000.00 7773 LASALLE CT LNDSCP Total MONARCH HOMES, INC. $1,000.00 Unpaid NEIL C HAMMER E 406 -43100 -301 Legal Services $924.48 COMMISSIONER FEE SEBECK Total NEIL C HAMMER $924.48 Unpaid NORTHWEST ASSOC CONSULTANTS G 701 -22392 MISSISSIPPI COVE $1,169.90 15803 MISSISSIPPI COVE G 701 -22462 DUKE REALTY $1,223.25 15803 DUKE CITY OF OTSEGO 09/20/06 3:32 PM Page 4 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment G 701 -22422 ROTTLUND HOMES $218.50 15803 WILDFLOWER G 701 -22495 ANOKA EQUINE EXPANSION $408.50 15803 ANOKA EQUINE G 701 -22493 RIVERBEND NORTH - DARKENWAL $537.00 15803 DARKENWALD 101/42 G 701 -22491 GATEWAY NORTH L1 BLK 1 2ND A $547.73 15803 GATEWAY BLDING 1 G 701 -22492 RIVERBEND SOUTH - DARKENWAL $589.50 15803 DARKENWALD 101/37 G 701 -22479 RIVERPLACE 3RD ADDITION $22.80 15803 RIVERPLACE 3RD G 701 -22490 WRT CTY HWY DEPT STORAGE $709.43 15803 WC SUBSTATION G 701 -22451 BOULDER CREEK - EMMERICH EA $133.00 15803 BOULDER CREEK E 101 -41570 -303 Planning Fees $94.50 15804 SCHOOL TRAIL SKETCH E 101 -41570 -348 Maps $331.10 15804 GENERAL - MAPS E 101 - 41570 -303 Planning Fees $850.50 15804 GENERAL E 203 -45210 -303 Planning Fees $31.50 15804 PRAIRIE PARK CONCEPT E 485 -43100 -303 Planning Fees • $904.80 15804 CTY 42 E 250 -42410 -303 Planning Fees $2,778.19 15805 CODE ENFORCEMENT E 101 -41570 -303 Planning Fees $2,000.00 15806 MEETINGS Total NORTHWEST ASSOC CONSULTANTS $12,550.20 Unpaid OFFICEMAX E 602 -49450 -201 Office Supplies $24.03 868776 OFFICE SUPPLIES E 101 -41410 -205 Election Supplies $31.65 868776 ELECTIONS E 101 -41400 -201 Office Supplies $121.40 868776 OFFICE SUPPLIES E 250 -42410 -201 Office Supplies $18.10 868776 BLDG - OFFICE SUPPLIES E 60149400 -201 Office Supplies $24.03 868776 OFFICE SUPPLIES E 250 -42410 -201 Office Supplies $55.59 888830 BLDG OFFICE SUPPLIES Total OFFICEMAX $274.80 Jnpaid OMANN BROTHERS INC. E 101 - 43100 -434 Blacktop Supplies $382.18 7270 AC FINES MIX Total OMANN BROTHERS INC. $382.18 Unpaid ONSITE SEWAGE TREATMENT PROGRA E 250- 42410 -360 Education/Training /Conferences $200.00 HAROLD CLASS 11/20 -21 E 250 - 42410 -360 Education/Training /Conferences $200.00 JOE CLASS 11/20 -21 Total ONSITE SEWAGE TREATMENT PROGRA $400.00 Unpaid PEOPLE SERVICE INC. E 602 -49450 -390 Contracted Services $31,005.61 10984 MONTHLY SERVICE E 60249450 -390 Contracted Services $78.75 10984 ROUNDS AT RIVERWOOD E 601 -49400 -390 Contracted Services $14,661.39 10984 MONTHLY SERVICE E 601 -49400 -390 Contracted Services $78.75 10984 ROUNDS AT RIVERWOOD Total PEOPLE SERVICE INC. $45,824.50 Unpaid PITNEY BOWES E 101 - 41400 -413 Office Equipment Rental $351.00 4705027 -SPO6 POSTAGE MACHINE Total PITNEY BOWES $351.00 Unpaid QUICK FUEL FLEET SERVICES E 101 -43100 -202 Gas & Oil $1,340.21 96864 GAS & DIESEL Total QUICK FUEL FLEET SERVICES $1,340.21 Unpaid REED BUSINESS INFORMATION E 490 -49400 -351 Legal Notices Publishing $74.20 3380392 SEWER/WATERMAIN AD E 490 -49450 -351 Legal Notices Publishing $74.20 3380392 SEWERIWATERMAIN AD E 485 -43100 -351 Legal Notices Publishing $127.20 3380393 MN TRAFFIC SIGNAL E 444 -49400 -351 Legal Notices Publishing $127.20 3380394 WATER TOWER 3 E 444 -43100 -351 Legal Notices Publishing $146.28 3380395 DUEL FORCEMAIN E 49049400 -351 Legal Notices Publishing $74.20 3383615 SEWERIWATERMAIN 1 -94 E 490 -49400 -351 Legal Notices Publishing $74.20 3383615 SEWERIWATERMAIN 1 -94 CITY OF OTSEGO 09/20/06 3:32 PM Page 5 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment Total REED BUSINESS INFORMATION $697.48 Unpaid ROCKWOODS RESTAURANT E 101 -41410 -205 Election Supplies $465.69 E01895 LUNCHES FOR ELECTION DAY Total ROCKWOODS RESTAURANT $465.69 Unpaid SPRINT E 250 -42410 -320 Telephone $207.96 LAP TOP SERVICE Total SPRINT $207.96 Unpaid TOSHIBA AMERICA INFO SYS INC E 101- 41400 -413 Office Equipment Rental $211.83 45416896 COPIER • Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid • TOWNHOMES OF STONEGATE ASSOC E 485 -43100 -500 Capital Outlay (GENERAL) $10,274.00 CSAH 42 EASEMENT Total TOWNHOMES OF STONEGATE ASSOC $10,274.00 Unpaid VINYL GRAPHICS E 101 -45200 -210 Operating Supplies (GENERAL) $27.50 3271 ADOPT A PARK SIGN E 203 -45210 -530 Improvements Other Than Bldgs $425.00 3271 SKATEPARK SIGN Total VINYL GRAPHICS $452.50 Unpaid WILSON DEVELOPMENT COMPANY INC E 702 -41400 -310 Miscellaneous $1,000.00 11426 73RD ST LNDSCP Total WILSON DEVELOPMENT COMPANY INC $1,000.00 Unpaid XCEL ENERGY E 101 -43160 -322 Utilities $135.28 8899 NASHUA - 51- 4550378 -4 Total XCEL ENERGY $135.28 10100 BANK OF ELK RIVER $476,159.05 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $17,653.37 203 PARK DEVELOPMENT $87,543.02 • 250 BUILDING PERMIT FEES $9,323.26 406 Lefebvre Watershed $924.48 432 East WWTP Phase III $147,960.00 441 Otsego City Campus $136,193.00 444 SE Utilities Project $273.48 485 Street Imp Fund - 2006 $11,306.00 490194 Industrial Park $549.25 601 WATER FUND $14,904.22 602 SEWER FUND $31,886.58 701 DEVELOPMENT ESCROWS FUND $5,642.39 702 BUILDERS ESCROW FUND $12,000.00 $476,159.05 CITY OF OTSEGO Ua /14 /Ub ts:Ja AM Page 1 *Check Summary Register© SEPTEMBER 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid BULOW INC $50,920.00 RWN SEWER/WATER UnPaid DRESEL CONTRACTING INC $237,892.83 CSAH 42 RECONSTRUCTION UnPaid ICMA RETIREMENT TRUST $592.31 PPE 9/9/06 CH DTD 9/13/06 UnPaid JERRY OLSON $1,475.00 INSP SVCS 8/28/06 THRU 9/7/06 UnPaid PUBLIC EMPLOYEES RETIREME $3,630.45 PPE 9/9/06 CH DTD 9/13/06 UnPaid VEIT & CO $46,025.68 WFE STREET & UTILITY CONST. Total Checks $340,536.27 • FILTER: None • CITY OF OTSEGO Ua /14 /Uti di.39 AM Page 1 *Check Detail Register© SEPTEMBER 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid BULOW INC G 701 -22410 RWN SEWER/WATER FEE $35,700.00 RWN SEWER/WATER G 701 -22410 RWN SEWER/WATER FEE $15,220.00 WAC 8 PERMITS Total BULOW INC $50,920.00 Unpaid DRESEL CONTRACTING INC E 485 -43100 -530 Improvements Other Than Bldgs $237,892.83 PAY #2 CSAH 42 RECONSTRUCTION Total DRESEL CONTRACTING INC $237,892.83 Unpaid ICMA RETIREMENT TRUST - G 101 -21705 Other Retirement $400.00 PPE 9/9/06 CH DTD 9/13/06 E 101 -41400 -121 PERA $192.31 PPE 9/9/06 CH DTD 9/13/06 Total ICMA RETIREMENT TRUST $592.31 Unpaid JERRY OLSON E 250 -42410 -390 Contracted Services $1,475.00 INSP SVCS 8/28/06 THRU 9/7/06 Total JERRY OLSON $1,475.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 250 -42410 -121 PERA $729.31 PPE 9/9/06 CH DTD 9/13/06 G 101 -21704 PERA $1,736.29 PPE 9/9/06 CH DTD 9/13/06 E 101 -43100 -121 PERA $547.35 PPE 9/9/06 CH DTD 9/13/06 E 101 -41400 -121 PERA $320.36 PPE 9/9/06 CH DTD 9/13/06 E 101 -41600 -121 PERA $297.14 PPE 9/9/06 CH DTD 9/13/06 Total PUBLIC EMPLOYEES RETIREMENT FD $3,630.45 Unpaid VEIT & CO E 475 -43100 -530 Improvements Other Than Bldgs $46,025.68 PAY #5 WFE STREET & UTILITY CONST. Total VEIT & CO $46,025.68 • 10100 BANK OF ELK RIVER $340,536.27 Fund Summary • 10100 BANK OF ELK RIVER 101 GENERAL FUND • $3,493.45 250 BUILDING PERMIT FEES $2,204.31 475 Waterfront East/Miss. Shores $46,025.68 485 Street Impr. Fund - 2006 $237,892.83 701 DEVELOPMENT ESCROWS FUND $50,920.00 $340,536.27 n pq r [ OERTEL ARCHITE xf '' #, ARCHITECTS 1795 SAINT CLAIR AVENUE, SAINT PAUL, MN 5514, TEL: 651/696 -5186 FAX: 611695 3188 DATE: September 5, 2006 TO: City Council and staff FROM: Jeff Oertel RE: OTSEGO PUBLIC WORKS PROJECT PROGRESS REPORT #4 Construction Report: 1. In our last report, we noted that material shipment delays had delayed the progress of the work. With the materials now on site, and in place, the work is now moving forward in a positive and active manner. In fact, a great deal of work is taking place as I prepare this memo. 2. With the precast walls and exterior masonry in place, the City can now get a good idea of the overall massing and scale of the building. You will also have a much better idea of the appearance and "curb appeal" once the glass curtainwall is installed. Curtainwall and concrete floor slabs are scheduled to start the week of September 11, 2006. 3. All of the underground tanks are set and in place (fueling, sewer, back -up fire protection). 4. The roof and skylights are in place at the vehicle storage portion of the building. Soon, the roof and clearstory glass will be installed at the maintenance area. When this is complete, you will be able to get an idea of the amount of daylight that will be provided within the work spaces by these systems. These systems will definitely help minimize the use of artificial lighting. 5. The salt storage building work, specifically the base concrete storage walls, will be starting in the next week, as well. 6. Note that we collectively selected a blue color for the City logo and name, which we understand may be used on other Otsego buildings. We selected the closest color of blue to the City logo that was possible. We can provide the color upon request. 1 Field conditions and changes to the work: 1. I prepared a memo to Mike Robertson on the outstanding issues related to the work, which will eventually require council action. Most of these conditions arose in the past month and have been addressed. Brad has been in review and agreement, but council may have questions regardless. We will need to prepare a change order on the approved items. Pay Requests: 1. Pay Application #4 is attached and approved. Note that some of the items included are material costs. If materials are not stored on site, they need to be insured under the City of Otsego's name. There are very minor exceptions that we noted relative to the list of items within the Pay Application: some work appears to be ahead, while other items slightly behind, than that listed. The total amount of payments requested (including the latest: #4) appears to be consistent with the total net amount of work complete, which is $1,242,933.00. The project is now approximately 32% to 35% complete. 2. Consequently, I recommend that council approve the latest payment request. I will be gone on vacation until mid- September. Please contact Thomas Stromsodt of our office with any questions. JLO • 2 CUST: City of Otsego JOB:Otsego Public Works Facility APPLICATION NO: 4 Page: 1 8899 Nashua Avenue NE Northwest Quadrant of 90th St PERIOD ENDING : 08/30/06 & Nashua Avenue NE Otsego MN 55330 Otsego, MN 55330 KUE CONTRACTORS, INC. ARCHITECT:Oertel Architects, Ltd. CONTRACT NO: 130 Central Ave S 1795 Saint Clair Avenue CONTRACT DATE: 03/28/06 WATKINS, MN 55389 JOB DESCRIPTION: Otsego Public Works Facility (New Construction) CHANGE ORDERS ADDITIONS DEDUCTIONS ORIGINAL CONTRACT AMOUNT S 3,859,668.00 TOTAL CHANGE ORDER AMOUNT $ .00 PREVIOUS TOTAL .00 .00 TOTAL CONTRACT INCLUDING CHANGE ORDERS $ 3,859,668.00 CURRENT AMOUNT COMPLETED TO DATE $ 1,242,933.00 RETAINAGE - 5.00% OF WORK COMPLETED $ 62,146.00 Number Date 5.00% OF STORED MATERIAL COMPLETED TO DATE LESS RETAINAGE $ 1,180,787.00 PREVIOUS AMOUNT BILLED $ 1,044,594.00 SALES TAX S .00 CURRENT AMOUNT DUE S 136,193.00 AMOUNT REMAINING S 2,678,881.00 TOTALS TO DATE .00 .00 NET AMOUNT .00 ARCHITECT'S CERTIFICATE FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered In accordance with the Contract Documents, based on by this Application for Payment has been completed in accordance on-site observations and the data comprising this with the Contract Documents, that all amounts have been paid by application, the Architect certifies to the Owner the Contractor for Work for which previous Certificates for that to the best of the Architect's knowledge, Payment were issued and payments received from the Owner, and information and belief the Work has progressed as that current payment shown herein is now due. indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is CONTRACTOR: KUE CONTRACTORS, INC. entitled to payment of the AMOUNT CERTIFIED. / BY:� . _A DATE: 08/30/2006 AMOUNT CERTIFIED $ �3� Ja s uechle (Attach explanation if amount certified differs from Stat of: M" esota County of: Stearns the amount appti Initial all figures on this Subs ' -• and sworn to before me this 30th day of Applicatio nd on e ContisUati - that are August _ 2006 _ changed o confor to th amo t (ified.) ARCHI ECT: / BY: 'L a _. ATE: I. Y Z1 Notary Public: ;04 Q `qt.t..."-LIL- This Cer�t"' i a 's not negotiable. The OUNT My Commission expires: uary 31, 2010 CERTIFCED is 1 P , able only to the Contractor named ��JJJ�JJ herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or �, MAttYRKUECHLE 1 �.,�,,•; Notary Pubic 0 ,tor tinder this Contract. u Minnesota 1 My Comm. Expires Jan 31, 2070 Project # : Invoice Number : 800 Thru: 08/30/06 V -- --WORK COMPLETED---- COMPLETED ITEM SCHEDULED PREVIOUS THIS STORED AND STORED BALANCE NUMBER DESCRIPTION OF WORK VALUE APPLICATION PERIOD MATERIALS TO DATE % TO FINISH RETAINAGE 000 General Requirements 115,254.00 51,000.00 7,000.00 .00 58,000.00 50 57,254.00 2,900.00 02200 Earthwork & Site Clearing 70,600.00 63,100.00 .00 .00 63,100.00 89 7,500.00 3,155.00 02513 Asphalt Concrete Paving 143,000.00 .00 .00 .00 .00 0 143,000.00 .00 02514 Site Concrete 27,900.00 .00 .00 .00 .00 0 27,900.00 .00 02730 Sewage Systems 59,100.00 45,962.00 13,138.00 .00 59,100.00 100 .00 2,955.00 03310 Concrete 246,900.00 79,231.00 .00 .00 79,231.00 32 167,669.00 3,962.00 03410 Structural Precast Concre 69,300.00 .00 17,000.00 .00 17,000.00 25 52,300.00 850.00 03450 Tilt -up Precast Wall Pane 338,600.00 338,600.00 .00 .00 338,600.00 100 .00 16,930.00 04200 Unit Masonry 212,874.00 78,257.00 56,450.00 .00 134,707.00 63 78,167.00 6,735.00 05120 Structural Steel 264,500.00 182,000.00 24,450.00 .00 206,450.00 78 58,050.00 10,322.00 05210 Steel Joist w/05120 .00 .00 .00 .00 .00 0 .00 .00 05300 Steel Decking w/05120 .00 .00 .00 .00 .00 0 .00 .00 05500 Misc Metals w/05120 .00 .00 .00 .00 .00 0 .00 .00 06100 Rough Carpentry 8,800.00 .00 2,200.00 .00 2,200.00 25 6,600.00 110.00 06200 Finish Carpentry . 20,800.00 .00 .00 .00 .00 0 20,800.00 .00 06400 Archit Millwork w/06200 .00 .00 .00 .00 .00 0 .00 .00 07200 Insulation 600.00 600.00 .00 .00 600.00 100 .00 30.00 07530 Single Pty Membrane Roofi 153,000.00 .00 .00 .00 .00 0 153,000.00 .00 07600 Flash /Sheet Metal w/07530 .00 .00 .00 .00 .00 0 .00 .00 07900 Joint Sealers 11,200.00 .00 .00 .00 .00 0 11,200.00 .00 08110 Steel Doors & Frames 51,900.00 2,500.00 2,800.00 .00 5,300.00 10 46,600.00 265.00 08210 Wood Doors w/08110 .00 .00 .00 .00 .00 0 .00 .00 08305 Access Doors 800.00 550.00 .00 .00 550.00 69 250.00 28.00 08330 Overhead Coiling Shutter 1,200.00 .00 .00 .00 .00 0 1,200.00 .00 - 1360 Sectional Overhead Doors 37,200.00 .00 .00 .00 .00 0 37,200.00 .00 :10 Alum. Entrances & Framing 137,900.00 .00 .00 .00 .00 0 137,900.00 .00 08710 Finish Hardware w/08110 .00 .00 .00 .00 .00 0 .00 .00 08800 Glass & Glazing w/08410 .00 .00 .00 .00 .00 0 .00 .00 08900 Alum Curtainwall & w/8410 .00 .00 .00 .00 .00 0 .00 .00 08955 Unit Skylights 19,200.00 17,400.00 600.00 .00 18,000.00 94 1,200.00 900.00 09250 Gypsum Drywall 52,300.00 .00 .00 .00 .00 0 52,300.00 .00 09300 Tile 16,400.00 .00 .00 .00 .00 0 16,400.00 .00 09510 Acoustic Ceilings 11,600.00 .00 .00 .00 .00 0 11,600.00 .00 09680 Carpeting 6,200.00 .00 .00 .00 .00 0 6,200.00 .00 09900 Painting 37,500.00 .00 .00 .00 .00 0 37,500.00 .00 10160 Toilet Partitions 1,100.00 .00 .00 .00 .00 0 1,100.00 .00 10200 Louvers & Vents 800.00 .00 .00 .00 .00 0 800.00 .00 10400 Signage 6,100.00 .00 .00 .00 .00 0 6,100.00 .00 10500 Metal lockers & Accessori 7,100.00 .00 .00 .00 .00 0 7,100.00 .00 10522 Fire Extinguishers & Acce 400.00 .00 .00 .00 .00 0 400.00 .00 10800 Toilet Accessories 400.00 .00 .00 .00 .00 0 400.00 .00 11320 Projection Screen 500.00 .00 .00 .00 .00 0 500.00 .00 11450 Appliances 1,900.00 .00 .00 .00 .00 0 1,900.00 .00 11600 Vehicle Fueling System 91,900.00 .00 .00 .00 .00 0 91,900.00 .00 12500 Window Treatment 2,800.00 .00 .00 .00 .00 0 2,800.00 .00 14250 Hydraulic Elevator 44,600.00 10,900.00 .00 .00 10,900.00 24 33,700.00 545.00 14450 Truck Lifts 12,400.00 .00 .00 .00 .00 0 12,400.00 .00 14630 Overhead Crane Systems 31,300.00 .00 .00 .00 .00 0 31,300.00 .00 15000 Mechanical 1118740.00 89,250.00 117,000.00 .00 206,250.00 18 912,490.00 10,312.00 16000 Electrical 425,000.00 13,125.00 29,820.00 .00 42,945.00 10 382,055.00 2,147.00 3859668.00 972,475.00 270,458.00 .00 1242933.00 32 2616735.00 62,146.00 ITEM 5_3 Bonestroo Owner: City of Otsego , 8899 Nashua Ave NE, Otsego, MN, 55330 -7314 Date: September 13, 2006 Rosene For Period: 7/26/2006 to 8/25/2006 Anderlik & Request No: 18 Associates Contractor: Gridor Construction Inc 3990 27th St SE, Buffalo, MN, 55313 Engineers & Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO EAST WASTEWATER TREATMENT FACILITY BRA FILE NO. 000503 - 04108 -0 SUMMARY 1 Original Contract Amount $ 9,195,300.00 2 Change Order - Addition $ 58,984.00 3 Change Order - Deduction $ 0.00 • 4 Revised Contract Amount $ 9,254,284.00 5 Value Completed to Date $ 8,857,920.00 6 Material on Hand $ 10,857.00 7 Amount Earned $ 8,868,777.00 8 Less Retainage 0% $ • 0.00 9 Subtotal $ 8,868,777.00 10 Less Amount Paid Previously $ 8,720,817.00 11 Liquidated damages - 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 18 $ 147.960.00 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. iliV140f0 - Approved by Contractor: Approved by Owner. GRIDOR CONSTRUCTION INC CITY OF OTSEGO See attached for signature Specified Contract Completion Date: Date: June 16, 2005 50304108REQ1e.xls APPLI( ON AND CERTIFICATE OF PAYMENT TO: • City of Otsego PROJECT: WTF Phase 3 Expansion APPLICATION NO.: 18 Distribution to: B.R.A.A Otsego, MN PERIOD:Through August 25, 2006 Mike Robertson JOB NO.: 2005 -02 FROM: Gridor Constr., Inc. 3990 27th Street SE Buffalo, MN 55313 APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this application for Payments has been completed in accordance with the Contract Documents, that 1.ORIGINAL CONTRACT SUM $9,195,300 all amounts have been paid by the Contractor for Work for which previous 2.Net change by Change Orders $58,984 Certificates for Payment were issued and payments received from the Owner, 3.CONTRACT SUM TO DATE (line 1 +1- 2) $9,254,284 and that current payment shown herein is now due. 4.TOTAL COMPLETED & STORED TO DATE $8,868,777 (column G on G703) CONTRACTOR: Gridor Constr., Inc. 5.RETAINAGE: Note: Securities in Lieu of Retainage a. 0 % of Completed Work 0 (columns D + E on G703) b. 0 % of Stored Material Date:J' /6 (columns D + E on G703) 0 Total retainage (Une 5a + 5b or Total in columns I on G703) $0 6.TOTAL EARNED LESS RETAINAGE $8,868,777 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) $8,720,817 CERTIFICATE FOR PAYMENT 8.CURRENT PAYMENT DUE 1 $147,9601 9.BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED (Line 3 less Line 6) $385,507 CERTIFIED BY: ENGINEER • By: Date: City ego WTF • Phase 3 Expansion G. �onstr., Inc. • t Application 618 B C 0 E F 0 H I Ham Scheduled Work t1Wtlal Total Perunt Balance No. Description of Work Value From Previous This Period Application (Not Stored Completed Completed To (NotIn0orE) and Stored (WC) Finish Percent Amount To Dale (CO) ._� ..': . ,.. s, , l'. . • .. � », ?f.. . .�.�t,. ' � .... ..? «a.. a rte.: .; s.> . .,, ' 1.001M°6aix Insurance k ,,.1" '� 5..,,.t ,h.as �}.. anP.a C s.- ..x�i.UfyL°� e��..i� aeon, d Bands 8236500 5230500 Subtotal for Mobilization, Insurance, Bonds 9236,500 = == 5236 500 100 0% 50 '±..i'.;.7..1 ,. , , 100 0% so ... ' -vwu_ ._, ...<. a,. ...o,.. ..w r......_: :,:- _,_ f .�,..w , , „ . _.c ..,w a ' ' asf..,..:., i ` ,. ,.';,:, lti 2.001 LaYOUV SunllYklp $4,560 4,500 - -- $4,560 100.0% $0 2.002 Earthwork 5175,60 149,203 `.:!` Y ;$6780 , 2.003 Demo• Control Building = 500-- $153,603 90.0% 517,560 53,600 3,600 53,600 100.0% 50 2.004 Demo • Clad5ers •Oxidation Di ® 15,780 Gem 100.0% $o 2.005 De - -- 525,110 100.0% 2.006 Demo- Oki UV Structure $4.750 Sludge Thickening Building $4.750 100.00 ae - $4,750 100.0% o% 50 2.007 Demo- 523.059 23,059 - -- 523,059 100.0% 50 2.008 Demo - Misc Structures Piping $4,800 4,560 5,,00 4240- 54,800 100.0% 50 2.009 Excavation &BaddiN - Selector Tank 11111.1MO 53,007 , '300% . 4,',,42.;78. -MEM 100.0% 50 2.010 Excavation & Backt 3 • MOW ButdNq $65,022 61,771 - -- 561,771 95.0% 53,251 2.011 Excavation d Backfll.Oxidation Ditches 5230, 226,119 2.012 Excavation & Backfil • Final CHOW W 5149,238 149,238 � 98.0% 54,614 5149,238 100.0% $0 2.013 Excavation d Back9N - UV Bukklp - -- 558,159 58,159 - -- 558,159 100.0% 50 2.014 Excavation d Back8I - MSc Structures 555.153 55,153 - $55,153 100.0% $0 2.015 Testing 521.000 21,000 - -- 521,000 100.0% 2.016 Outlao Ppkp -- $0 5255,820 255,820 2.017 Erosion Control 328,150 28,150 5255,820 100.0% $0 2.018 &no PIDIn➢ Labor - - 528,150 100.0% $0 5491,90 482,067 2 00% $983 2.019 S ke RPM - Material 3704.939 100.0% 50 $704,939 620,347 12.00% ;.,,s 584,59 5704,93• 100.0% 50 2.020 Gravel Road 5105,80 _ 50 0.0% 5105,804 2.021 Side Walks - -- 2.022 Landscapkg 599,870 - -- 30 0 518,615 2.023 Chain Link Fence $0 0.0% $99,870 545,997 -- 50 0.0% 545.997 Subtotal for Division 2 - -- 52,643,462 52,236 763.0. - 5110,989 50 52.347 751 111111,1TIM 5295,711 Check $2,347,751 eck 2 36 76 Ok a 2 3.001 Concrete -Selector Tank $51,900 51,900 3.002 Concrete - Blower Building - - 351,900 100.0% $0 $93,800 93,600 - -- 593,600 100.0% 50 3.003 Concrete - Oxkfahon Dishes 51.390 . . . 1,390,000 3.004 Conaeis- Cisdficra - -- 51,390,. s c 100.0% 50 NANO - - 5265,801 100.0% $0 3.005 Concrete. UV Building MS= 56.400 3.008 Concrete - MiacStructures 63,320 363.320 100.0% 50 $63.320 100.0% 50 6/26/2006 1 of 5 Pay Applicaton 18 .xis City of 4nsego WTF - Phase 3 Expansion Grla_...onstr., Inc. , plicatlon #18 B C D E F G H I Item Scheduled Work Completed Material Total Percent Balance Ito. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (GIC) Finish Percent Amount To Date (C.0) (D+E+F) 3,007 Pre-Cast Concrete -UV $5,239 5,239 - $5.239 100.0% $0 3.008 Pro-Cast Concrete - Blower $9,897 9,897 99,897 100.0% $0 3,009 Reber- Selector Tank $18,020 18,020 _ 518,020 100.0% 90 3.010 Reber - Blower Building $31,800 31,800 $31,800 100.0% 50 3.011 Reber - Oxidation Ditches $470,640 470840 $470,640 100.0% $0 3.012 Reber - ClarWiers 984,800 84,800 984,800 100.0% 90 3.013 Reber -UV Building 514.840 14,840 $14,840 100.0% $0 3.014 Reber - MSc Structures 924.840 24,840 $24,840 100.0% 90 Subtotal for Division 3 92,581,096 92,581,096.00 $0 $0 $2,581,096 100.00% 90 Check 52.581.096 chock 2581 196.00 4.001 Mason - UVNON 510,541 10,540 910,540 100.0% $0 4.002 Limon/ - Blower Butdinp 912,790 12,790 912,790 100.0% 90 Subbtel for Division $23,330 923,330.00 90 90 $23,330 100.00° $0 Check 923,330 check 23 330. ,. Yi °' s • .,�. _.. 40'' {; � :` 1+'' , - .= � >. „_._ _ ... .,, ..: . .. ,. .,d. _ , ... t. _ _.. "a,a,•<' ,°; 5.001 Mac MefelsMarutra8-Material $155,82 155,825 $155,825 100.0% 50 5.002 MSc WOW - t.eb0r 952,156 52,158 952,156 100.0% $0 Subtotal for Divisions $207,981 9207,881.00 $0 $0 $207,981 100.00 $0 Check 9207,981 check 207 98100 '7i dss � ,, c, , a, y ,.'" 7 ."."' e r^ : ' y , k a n a , , , w •. . ., ,-'- .. .. g _ _-..� ,. . .,t , ,.��..._ s.aM�'v .r.} ..M, . P1a'tz . D`�„.,.a : ��a,aha � } � +, r. � ., , g ,p �� , „�7 6.001 Wood T $8,440 0,440 $8,440 100.0% 90 6.002 Plastic Fabrications 945 ,940 45540 $45,940 100.0% $0 6.003FRPC�re 9201,680 100.840 50.00 $100, $201,680 100.0% 90 Subtotal for Division6 $256,060 $155,220. . 9100,840 $0 9256,060 100.00% 90 Check 5256,060 check 155 220.00 7.001 Membrene Watoiproohq $8.269 8.269 $8,269 100.0% 90 7.002 Bkomillooll Doroppreotiq $4,240 4,240 94,240 100.0% 90 7.003 insoladon 53,863 3,803 53,883 100.0% $0 7.004 MME Shk101es 910,540 10,540 510,540 100.0% 90 7.005 Sheet MefaYSbkpIFkuhinp 538, • 38550 938,350 100.0% 90 7.006 Joint Sealants 55.594 5,594 55,594 100.0% $0 Subtotal for Division 7 $70,856 870,856.00 - 90 80 870,856 100.00% $0 Check $70.856 check 570,856.00 8128/2006 2 of 5 Pay Applicabor 18 .xls City of vcsego WTF • Phase 3 Expansion Grio_...onstr., Inc. I. _ . pplication #18 B C 0 E F 0 H I Sum Scheduled Work Material Total Percent Balance M. Dees tption of Work Value From Previous Thle NOW Presently Stored Completed Completed To Application (Not in 0 or E) and Stored (O/C) Finish Percent Amount To DIG (06) 6+ t;`Jr" . i2.', . ,- .......2,` ',.: ., "..l .a.„ s <'z,, ,,.,, ,a .m.-:, . ..,, b..<. ,,,,.1r .,,., s.....b.! a n. :4. . •„. ,Y.�. <.Q .... t S.v.c., s�., i,r,i^ affia `, ,'. 8,001 Metal Doors and Frames 54.103 4,103 54103 100.0% $0 8.002 FRP Doors and Frames 53,868 3,888 - -- 53,868 100.0% 50 8.003 Amon Doom 515,230 15,230 - -- 515,230 100.0% $0 8.004 Aluminum Wndows 513,315 19,915 - - -ME= 100.0% $0 8.005 Finish Hardware $4,335 2,188 - -- 52,168 50.0% $2,167 Subtotal for Division 8 540,851 538,684.0. - SO 5011111111=r1= 94.70% 52,167 Check 538,684 check 8 684.00 f ' ni 6 3' z 3 . � " ::. rt y ,e 2 x , . aa ' -, ,'-, v d t 'f m . `- c � r ,. r . � �.��. . _.te', .�aaSn��a...,,��t. �,»,. o..a �: ,, :: x . €' . .:.. .. .r."/ . „�. .b .,._ ��a: � ua.. .#; � i3' 9.001 GypsumDlywall 52,050 •90.00% 1.845 51,845 90.0% $205 9.002 Acoustical Treatment $680 - - -- 50 0.0% $680 9.003 Fluid Appied Waterpr0ofkq 537,000 18,500 t, . "5000% ; . $'(8, '. d - $37,000 100.0% 50 9,004 Concrete Floor Sealer 52.600 - - 50 0.0% 52,600 9.005 PsintMg 589,800 71,840 - -- MEIMCM 80.0% 517,960 Subtotal for Division 9 5132,130 590,340.0 - 520,345 50 $110,68 83.77% 521,445 Check 5110,685 check 90 ' 0.00 Lt. -Lit.; t `r r :1, I n t ', ?� , } ; 8 ^a T 3 .� t, _ x' , �' ,,,' r '. U ° L:.._... . ..,.. � ..��... , _ - . .. ,-.... ,�, r _.. .,.. x,. i.a...,�..a�:.,+rm`.. s�. .�.€�._. . t.a�.� ,. _ .. ,o. r tum.�f,.. �a i� r i 10.001 LowersNentt $800 800 - -- $800 100.0% 50 10.002 Firs Protection 5500 500 - -- 5500 100.0% $0 Subtotal tor Division 10 51 300 51,300.0 - 50 SO 51,300 100.00% 50 Check 51,300 check 1 300.'1 idf :�: a', ' „ F¢ A.a .. < ..ui r . i%�, .. :: . , ,ta�• . 7 : 4 -` r., 3 ,.,:x *L m o, • •" .f�s� ° �.d4"u .i � :t e^ 11.001 UV Disinfection 5162, 11 182,400 laill,i r 100.0% $0 11.002 Anal Clarifiers 5193,700 193,700 - -- 8193.701 100.0% 50 11.003 Cenaiklgal Non Pumps 569,267 80,287 - -- 569,267 100.0 % $o 11.004 Submersible C0804318 Panes 539 ,815 39,815 - -- 539,815 100.0% 50 11.005 Progressive Cavity pumps 541,300 41,300 541,300 100.0% 50 11.006 Gravity Bek Thickener 111.11112.0 74.194 -_- 574,794 95.0% $3.936 11.007 PoTave Diaplacomeni Myers EMITME 136.400 - -- . ' 100.0% $0 11,008 Fke Bubble Diffusers 56,300 8,300 -_- 56.300 100.0% 80 11.009 Sludge Tank Fine Bubble Aeration System Milifin e8,3102. -. 53,490 - 589,800 100.0% 50 11.010 MecwlkalAeraas MIEMM 94,252 - 100.0% 50 11.011 Submenn* Tank Mixers 5260. 1 280,250 - - 5260,2 1 100.0% $0 11.012 Salley Equipment 57,042 50 0.0% $7,042 8ub111 fr Division 11 81,159 58 81 144,788.0. 83 490 80 IIIIIIVEM 99.05 810,978 Check 51.148,278 check 51,144,788.00 8/2812006 3 Of 5 Pay Application 18 . xis City of Otsego WTF - Phase 3 Expansion Gridor Constr Inc Pay Application 818 B C 0 E F 0 11 1 Item Scheduled Work • heed Material Total Percent Balance No. DaalpUon of Work Value From Previous Thle Period Presently Stored Completed Completed To A11980890n (Not M 0 or E) and 81ord (GIC) Flnleh Porant Amount To Ode )6G) 12.001 Laboratory Furniure $6,895- °9000% ?' - 86.206- $6,206 904% $689 12.002 Furniture $ 9,390 - - -- $0 04% $9,390 Subtotal tor Division 12 816,285 $0.00 $8,206 80 $6,206 38.11% $10,079 Check 56,206 check 0.00 '* .. , t ' ''a a,� ti aa, e m '. ni- -` §, es �, x , s t G . �.� .r.._.a�..., yv, -'..,;,,.::”.1 .,>u,rxe .,F ,, . . . r.�r. �..�: ;x .u.,nm`dx -� .c. *,...„.1'.,j,,,,,%, i � ,"� a.4> '4...r,,�.r. � }�S: .� H. :.± r s2=` � 15.001 Pr 00898 PO 4810081 $105,65 105,852 - -- $105,652 1004% 15.002 Process Valves -Matsdal S54,321 54,321 -- $54.321 1004% $0 15.003 Rum= Nut -Labor 11.1111MM 68,550 - -- $66,550 100.0% $0 15.004 Process ValveS -Labor $5,610 $,610 - - $5,610 100.0% $0 15.005 Min P 810,460 7,322 : 1000% 81,046 15.006 SBdarSShdceGata 00.0% $2,080 593,960 93,A80 11.1111110E2 100 80 15.007 Pilw IMM1090n Mil= 11,550 j 100.0% 50 15.008 Plumbing $65,900 84,582 _ - S64,582 98.0% $1,318 15.009 HVAC $35,890 35,175 - - 1111.1.rirn 98.0% 5715 Subtotal for Division 15 $449,893 $444,722.0' - $1 046 50 $445,768 99.08% $4,125 Check $445,768 check 444 722.00 , a, 1a _.w„ n .a,a..t.a . .. __.: e ..,, v.. ,.. c a w,.s.:1 ., , -7 .,.� . . n � F - #� �a.� " $�� .z �',aa �S . . >. 16.001 Gmural Conditions - Temp. Demo 8 Permit rs � " 00400 - -- $66.400 1004% so 16.002 Light attune & BCW 529,200 28,816 - - 528,616 98.0% $584 18.001 SIM Ll9hdn9 825,800 - -- $10.857 $10,857 42.1% $14,943 16,004ASC- Control Panels 5133,40' 133,400 - -- 5133,400 100.0% $0 16.001 A111835018 3 Pressure Devices 824,450 24,450 - -- 111111.21n 100.0% $0 16.002 Compute& Hardware, Fiber Optics 816,000- 9000% ''- 514,400 904% $1,600 16.00 LabooCon5u0uralon, Pro9ran018g 8130.000 84,500 25.00% ISSEM - 5717,0' 90.0% 513,000 18.004 COMroI Room Feeders $47,20' 47,200 $47 200 100.0% $0 16.005 Control Room DemO.BCW, Devices 541,000 41,000 - -- $41,000 100.0% $0 16.006 Telephonoinber 510,100 10,100 - -- 510,100 100.0% 50 16.007 Clarifiers d Conversion of Exist Clarifiers 552,500 52,500 - -- 852,50 100.0% $0 & O� O x Ditch &Sludge Holding Tanks " 118,700 -_ $118,70' 100.0% $0 16.009 539,600 39,600 - - 539,600 100.0% 50 16.010 alum Bulging 1111.11MM 57,800 - - =MEM 100.0 h o $0 16.011 Selector Tank 928.400 14,200 50.00% 514200 - :. " 100.0% $o 16.012 En1850O Sludge Thickerlr Building $84.900 61,e55 5.00% • " $64,90' 100.0% $0 16.013 Li11$10110n5 11111.1PM 33,100 - - $33,100 1004% $0 16.014 Generator , , ,, 192 = =- „, 100.0% $0 18.015 XFMRSIParmhlDkast eeelepConbrolStat . 1.11111= 15,150 755 - 1111.1= 100.0X SO 18.016 SWlldgsr/ATSISIotor Control Cantos 8220, .'' 220,000 - -- $220,"' 100.0% $0 Subtotal tor Division16 9 81,376,300 81,270,971. , ■ - 345 510,65 � 87.81% $30 0 127 Check $1,346,173 check 51,270,971.00 812812006 4 0f 5 Pay Applica0on t6.xls City or .sego WTF • Phase 3 Expansion Gres ..onstr., Inc. • ,plication #18 B C D E F 0 H I item Scheduled Work Completed Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To ApplicMlon (Not In D or E) and Stored (O/C) Finish Percent Amount To Dale (C.G) w,, ,l * A . 1:11tr.;.. .._:csa4:... ...r.rs,1‘re%o.b,,.e w sv..._ F':-....: . ..,..j.,;,. a. &. a �m,se=.;. ..a a:, ,:a8�,a., t.., a. �� 3«,.. 1a. rs.. 7��.w , .a...�i:s6�a:1:111,1 7' : , '''',7' - 17.001 BTU Panel Modifications 512,596 12,598 512,596 100.0% 50 17.002 UV System Modifications 51,770 1,770 $1,770 100.0% $0 17.003 Untorseen Condition at NM Line 514,852 14,852 _ 814,852 100.0% 50 17.004 DialerSoltware 53,646 3,840 $3,646 100.0% 50 17.005 Wedeco Credit - 520,001 - 20,000 - 820,000 100.0% $0 17.006 Relocate PrimaryPower (Xcel) $3,920 3,920 53,920 100.0% $0 17.007 PASS Lift Station Credit - 58,2361/ 4,236 - 58,236 100.0% 50 Subtotal for Change Order #1 58,548 $8,548.00 50 50 59,548 100.00% 50 Check 88,548 check 8 548.10 .Y k,. eA ... ..L _ .. ,,_ ., a ux . � x .. . E #�a aiu1::1 ai. s .. ,. . r. _, c.. ...,...s. v ti { --. a _ "�,o.: Z, '. , _.. 18.001 TransformerRelocaton 54,167 4,187 54,167 100.0% 50 18.002 Additional PlanhWs si Berm 84,657 80 0.0% $4,657 18.003 Conduit for FurhoeMixers $6,823 8,823 56,823 100.0% 50 18 .004 Aluminum Grating at Post Aeration $12,371 12,371 812,371 100.0% $0 18.005 FRP Framing at UV Disinfection 51,500 1,500 81,500 100.0% 50 Subtotal for Change Order #2 $29,518 824,861.00 $0 80 $24,861 84.22% $4,657 Check 824,861 check 248'1.'' *?,,.s,. ..< <... ,.... ..` tom . ... .. ...... ....:- . ::1. _s.. . ,:. .,��, -u.:.w :. <., ..... .,...,. i4 S.„iteffi:€t....A.e., .. ., ._ .._ _mom .s a�„"M 19.001 Grading at West Trearment Plead $4,666 4,000 54,666 100.0% 50 Subtotal for Change Order 63 84,688 $4,688.00 80 50 84,666 100.003' 50 Check 54,666 check 666.'1 .....i .wk.L+.&._ ...,ar .aa «% � �d , . 7..:4a. ...mot.. a'L k ,.; �s. , �.:' , aak .., ! ,$" .k 20.001 �8 Otsego FM $12,436 ,. 5O00% � 56,218 50.0% $6,218 Subtotal for Change Order #4 $12.436 50.00 86.218 $0 86,218 50.00% 56,218 Check $6,218 check '.00 21.001 Replace UV Transfer 53,816 v , f.100.00% r•,,.? 2 , $3:61 • 53,816 100.0% 50 Subedit for Change Order 85 93,818 50.00 83,816 50 53.816 100.00% 90 Check 83,816 check 50.00 Grand Total 89,254,284 $8,540,626 8317,294 810,857 8,888,777 95.83% $385,507 810,857 8,088,777 8/28/2008 5 of 5 • Pay Application 18 , xis • Otsego WTF Facility - Phase 3 Expansion Gilder Comer., Inc. Stored Materials & Eauioment Summary MO 271h su..1 BE ---.Ni, Buffalo, MN 6531a • -, ( b Pay Req. No. 18 • • Period Ending: 8/2512006 � r•' ;:k .,. ..5� y"3 c n "a., i� 4 , •.'� _ •x°. : ; ., IC �Y ?X'A;. 1b ,, [ n : 2";, . t 6a+. °� ^Y "" e?G e a •ice@ r +' a,1 a.. '. �°d e 3 S x < "� n az' °Y'x� ,� s t .^k .s,a+t S N p4 � 'u .3 ..er7 .. , :' . C�"< ,� � : . gyp .,.. > b;p .. i, yc t c ,.; � RS. �t .5 �.s� �. "3 A S A .e'. . f . ..l r.,•r '?.tit a»,ay "W v.: @ :t «. as ',` % " i'w^ `, ,;• w_- ,a ..� a . � .. ,. '�' ,' ". . .. 1. 1 � �. r 4 . ?..m! rox ';.,f M, ,( .�.. v � '�l.%aa �3a� =,�i i F ig Il i ;.: a . ,.` � .. + ,,,,r ;: ,. _ -,. i � .5 k , t. �e.t•,.. _.aP .,..a. M n 1r- .+ ':, y „M :,, � �I� ,.. ,} r r °: i ': ,�r °�-• > 7 'PY'� '. ��<'. a+ °. � e Q .,�.I�R�IhNQ (a � a. ,.. , p.:,. ,-. 7. .Z ::. t A?. .,.,a:., , 1a K =�'i f3 fx' Ign�Bpg� 3" :.,.. ... �+._. P'i2 . S!.tit�'= ,+.,' ry , . 'e ,sh. �... 3' f c, f, ate.. � . 4 L. <d,., a .r. .. �7r� +a ��.:;. "�E'T,,�.; :- Y<. � :.,•. �' .,.,, .:.• :di a �' .• •a -- _ ...� a • > > a :a E a -, � • t .. a .�? '�»<> . 4+�.e},; 3�• � ;StOr3 x, � � � -_d .xi,.... <., .S e q s Grand Totals $9,238,03 $1,938,960 $0 1 $1,758,769 $169,334 $1,928,103 310,851 Mobilization, Insurance & Bond. 8238,500 Subtotal for Mobilization Insurance & Bonds $236,500 -- -- O1Y1418Rta ' - �P_irga„a,.tArMm::we. a dVsMasnn;,,aS aa$�rS`k� z s 4 f .s�tia�4"`i*ur�<�.�, ��,��sa",�`s _�.,.$:5:� <' cw� "ua ¢ -.,ask �.. O 2.001 Layout/ Surveying $4,560 s,o$ �, r 2.002 Earthwork 5175,603 2.003 Demo- Control Building 53,600 2.004 Demo - Clarifiers $15,780 2.005 Demo - Oxidationn Ditches 525,110 2.006 Demo - Old UV Structure $4,750 - 2.007 Demo - Sludge Thickening Building $23,059 2.008 Demo - Misc Structures Piping 34,800 2.009 Excavation & Backfill - Selector Tank 555,795 2.010 Excavation & Backfill • Blower Building $65,022 2.011 Excavation & Backfill - Oxidation Ditches 5230,733 2.012 Excavation & Backfill • Final Clarifiers $149,238 2.013 Excavation & Backfill • UV Building 558,159 2.014 Excavation & Backfill • Misc Structures 555,153 2.015 Testing 521,000 2.016 Ciudad Piping 3255,820 2.017 Erosion Control 528,150 2.018 Site Piping - Labor 3491,905 2.019 Site Piping • Material $704,939 $460,280 $480,280 $376,502 $83,778 $460.280 2.020 Gravel Road $105,804 2.021 Side Walks 518,615 2.022 Landscaping 399,870 2.023 Chain Link Fence 345,997 Subtotal for _Division 2 _ $2,643,462 $460,280 6460,280 $376,502 ^ $83,778 1 $460,280 1 n ': �^° 1 ?b °. ; .;'C. {S 3 3 , to °,yad" 3 7` „1 Y t dS PSfY'fl .... . §'^ : <' G '+ .'� t �#4' 4, .w� : A .. • Y � < ftEfi'}'' .. a'i' > R y �E¢F X *St C B �..,_ -r�..r - .- _r.:r,>»:. �rua,,�. �aaa.�?a.�.a tSk�,._ .. -. ?.. ;,.?may - y _m��`>�,Se ...� ,.,.� .». m ..< �.a' c�a`�ss .� ,<v +�. ' x - �a'�s. � 4� -� . 3.001 Concrete - SdoctorTank $51,900 �. , ro , » „. A . .,7 3.002 Concrete - Blower Buildem 393,600 3.003 Concrete. Oxidation Dicke. 51,390,000 55,309 55,309 55,309 55,309 3.004 Canasta- Clarifiers 5265.800 3.005 Canards • UV Building 556,400 3.006 Concrete • Mac Structures 563,320 3.007 Pr.Ca.tCona t. -UV 35239 3.008 Pr.•Caot Collage • Blow $9,897 3.009 Plebe - Selector Tank 318,020 3.010 Reber - Blow.rBWld $31,800 3.011 Reba' • Oxidation D6dies $470,640 $242,216 5242216 5242,216 $242,216 3.012 Reber - Clefts 584,800 552,502 552,502 552,502 $52,502 3.013 Reba' -UV Building 514,840 510,245 510,245 510,245 $10.245 3.014 Reber • M.c Structures $24,840 512,000 512,000 512,000 $12,000 Subtotal for Division 3 12,581,096 • 3322,272 50 50 3322,272 3322.272 $0 5322,272 � t ,,. ,1 .4.00164wny-UVBudd'n9: ,.. _..< 110,540 , M. _. ti =' -. �� _. ° - "n`,. ,`" ' ” F .' _ - -e-, ., r:. 4.002 D ivisi • B4wer Building 312.790 Subtotal for Division 4 =23.,3330 8/282008 Page 1 of 4 Pay Application 18.xls Otsego WTF Facility - Phase 3 Expansion • GdderConstr..lea -- , 3 a2: . e Stored Materials & Eau(ement Summary 355.2., MN st S _ Pay Req. No. 18 Period Ending: 812512006 w »s- s x ,ivIt : a r-tt�` (ttp 8 r wTt . >.Ta. r 4 14,4 5555 n -:tor. .. e' -,xtv , ec, st•: - . ,�%; :�a> �^- ,, , ._ a .�� .: <.:. . ,"� . s1's+z..>. tix�i r r iI 'n . .,�M. � :,.,,�,. ,� fit. -... <, .. ..> � ^''. aa� � � �� ,�. ic,�� >~ � r : a ��;� fir � - _ «_ .: d ^;k. x- �... ,. � „, .- ' _ ��.- .� �} � ,�? 'ak ;:.€. v' a te, - s ;. g _ >,.: 5` , :. _ i .::,. :' i „ ,�. . . .p-� '+ , �� k: , .a & ft. - ,. t . .. ? .., ".>t'P, . ,. �e °fir � ,r1'., ore° �,, ,.�, . .': f: ^„ -. # .x<e+�' 3 rEt k. :� z ;fit ,.r .t "�:� r •, ; ,.r.e.� _ �'' . : 'i2.Y,_ � �wl„w*::.bb'sx•a''K.sa.::.,.c � ); �� .w � 1.�#m,as, a � :3:es c, � �.. , ., - - -? 2: . «- ;.... mc� ::..r ..». ... .: .r ,.*t ZEE co r:: nY y' ILK. ; rex , ,s w Y^^ 3Yt . .I'ttke '�. � s ' h. - D(v(�ort6m .:��atst eat �"�� ,,<z',..�,�,,. " as$;i'�^��...,nS� �ki<.I�,,. .,�;s:._ �.�_ .. a,,,5,e3w�,_.,� "z z�z� k,,� _ a s .. �..� --..,_ ,wr.,� Y a., ,..�,�:� -±,. .�.... _: �,., ,�... -..a, ,. ,<.� ,, ,,.� ,�.� _4.ta .mss �... `� s� _.�:. x n ,..,. a�z�'` ,, .. 5.001 Viso Mstalellandra8•Material $155,825 554,583 $54,583 554,583 $54,583 5.002 MlseMetals - Labor $52,156 Subtotal for Division 5 5207,981 $54,583 $54,583 $54,583 1 $54,583 9°3. .i"+. '.. �.... a t °.'' t?•s Ala tea,. .�, .� t`. init.S " : "Sr ,i .5»h' F `'7 1 fir i va E.I . :., MEp .I - `` , s. g , .. : 6 "�'.�L' `'� .r�`�`:�;a�� q.- � - >�, ;r,;,." i:...,...:a.,tX�C3 -,.. e .ate --'-� .. u .,H �.. c. �. eaa4�_« t�aw?u.,. ��i, xa{ a.. ..,...,a...........,- �.a...s, a� 6.001 Wood Trusses $8,440 6.002 Plu8c Fabrications $45,940 6.003 FRP Covers 5201,680 5174,427 5174,427 588,871 585,556 5174,427 Subtotal for Division 6 $256,060 8174.427 _ 8174,427 _ $88,871 $85.556 $174,427 • r r >k x .; �x�, ,+'�, . N'.. x ;. ,w § g ^'t - I f t> ,s -4` ""� t r ,.°8'' i ii �;' � D a� a pWIsIO�• ..° �+`" m„ r, �: �m: �' '�;x,..�, d „,� u'.v �.��i� � , as a� .�..�,�i � b m �. . �;r3a1tig� <daz.'�a,,�_ r.v ��,..t �..,:.�� _> , . 7.001 Membrane Waterproofing $8,269 • . 7.002 Numinous Oampproofing $4,240 7.003 Insulation $3,863 , 7.004 Asphalt Shingles 510,540 7.005 Sheet Metall6idinglFlashing 538.350 7.006 JointSulyds 55,594 _ Subtotal for Division 7 570,856 ,. z, , , , r. �,re ....,:des-,,, .:. , . �,�,,. > . . ,, f..... .. ,..,t � . ate„ .,.r, ., .. , g�., a ,, r.. - .. 4 . , 01 41�1<+�`.�. . �,m�`.as�`L, �,s#rv�`'.n�.., �3L_ «� ..'sir �:;�ss?,,.t .e 3 ctS�... _.. s,'��kas£, �xm.sx. .�_.. .. , , .,a�. .s ,.gym *- �asa., .. r_. ._, .r_ »._,r.,>ty� �a.5�n y � `e.s��a �. �... ��'�AF< ci�s3 -..r� -., -fi 8.001 Metal Doors and Frames $4,103 8.002 FRP Doors and Frames 83,868 8.003 Acuu Doors 515,230 57,991 57,991 57,991 57.991 8.004 Aluminum Windows 513,315 $8.089 $8,089 $8.089 $8.089 8.005 Finish Hardware 54.335 Subtotal for Division 8 $40.851 $16,080 518,080 816,080 816,080 a r 4 . „> ;ff` A: t .gy p a .c„ k t' ''$ } , „ •r. 'F t`: ! dFii ix tiy -t , ,F lo-,°:: iti ; =. ,s r d - �' �;.x,.z _.. rb...� ,: ,� �..5:.,.,o .. a..;>s..a •.». «o-a r e.�,.:r.s.. - < .. �.. :.,t;�c # sw� -� �a. s<.kar2 .�.,>m..a, A`,.,.x,.�_ .*�:� v.�RZ -u':�rr�ez�s.w -v -+1,a.. ��'d " rc �s .. ^' "�Ss•.N��4 rlk�� v .e s� 9.001 Gypsum Drywall $2.050 9.002 Acoustical Treatment 5680 9.003 Fluid Applied W.Wproofng 537,000 9.004 Canards Floor Sealer $2,600 9.005 Painting $89,800 Subtotal for Division 9 8132,130 ..; .� �z. 5555 t r.. -., . n,� . ,Yt< .2.� ..:... „, ,a_ 7 .v �� €�fi. � M„ ,.. >> ,�� „,5555. �, ,_� s �� "�, :: y r-� � , ii ' ��v- ..>;.�lxts,,.r��a .; .,.,.�,w� � �:� . �..,, ,,. .- 5555.. +�,.:` �.��n.. „:: +�z tdx � � �,«.0 W � �, �' 4 tea, ., .� .. ,:� f, ..�a� - :.�a:.: , r.�� bGriilo3.1 �. v3 � 1 �� - �_.. ..� ��.�a,,r U> __. 3�e�. y yt. ��- ,._.bz»ws � ix., 55:55.: _'. � ... _.� _ �. Zz -- >, -: >$._ . ,4 ' r iYt f`a4v1”, - 3.w!'s6.. C, n 10.001 Frrrwr 5800 10.002 F - F. Protection 5500 Subtotal for Division 10 51,300 11.001 UVDaInMc8n $162,400 5105,000 105,000 5105,000 5105,000 11.002 FinaIClrifiars 5193,700 5165,075 5165,075 5165,075 5165,075 11.003 CenMNgal Nsn41011 Pwnps 589,267 865,782 565,782 565,782 565,782 11.004 Sub nrsible Centit gal Pumps 539,815 533,614 533,614 533,614 533,614 11.005 Progrualve Cavity Pumps 541 ,300 535,000 535,000 _ 535,000 535,000 8/28/2006 Page 2 014 Pay Application 18.xls Otse WTF Facility - Phase 3 Expansion Orldor C ,1;, G Stored Materials & Eauloment Summary leak 771n Street 88 BuMlo, MN 5S717 J Pay Req. No. 18 Period Ending: 812512006 . .. 'I',' . . .'.: m _1's a. za, '., e g .al ..o R' e tnlng i ;,, i ;± "!r ` I/ $141' T4 led 1 _ Amoy" ma • . �, rs n . ? s :. $. ` :e � + � �, , � p � : 1 ate stamp %. d . ..: � .k.i:_- ...��.,.:ww,. 4� .�' . ".x � . � .�.: ��° . .;�.7.;. z s$s7.G vt ,.,.� n �� .;a .�; - •. aw a: e�. 11.006 Gravity Ben Thickener $78,730 11.007 Positive Displacement Blowers 8136,400 11.008 Fine Bubble Diffusers 86,300 85,325 85,325 85,325 $5,325 11.009 Sledge Tank Fine Bubble Aeration System $69,800 $58,575 858,575 $58.575 $58,575 11.010 Mechanical Aerators $94,252 890.000 890,000 $90,000 $90,000 11.011 Submersible Tank Mixers 8260,250 8195,068 $195,068 8195.068 $195,068 11.012 Sally Equipment $7,042 . Subtotal for Division 11 81,159.256 $753,439 $753,439 8753,439 $753,439 „ A - >_ :• ^7 .l Y P .. ,• ,..: 1:` 2:..v... 4 ac' k 1 .: �.Y. w'+v : 4 -+N'. ' �� - -.: ,...r . . ,:, � .,�. ,, :e - -. ,..a* , LL :. �.. a.. �: "�+1: }+ a . s '.v'-, t �� w ` , 5 y ,�.M :. . d ` -'fi _.. d a s, phrld Ob��_ �. � - a��i�as w,.F�.m�,c�a� �^.�;k,�. 4_._ °� a � 1, k .�,�i�w �_.�.u�'"�'�� s :ar`»i�L�� L;� :d.�as� a�ma��.. ......�e.i. �. , a«m.� � � '� - �3 ,e . .i � , , - ..K 12.001 Laboratory Furniture �� 66.595 12.002 Furniture 89,390 • Subtotal for Division 12 $16,265 ea�� 'k�� t t .":acv. �. x`11'... -!� ''....;:t,''' f ✓-:. .. - ,"�` -" ,�,. .� ,. ,. 1�:, ,: �*.. . ., 4 ; ; S�".C:.; °t ... {x >... iY... �7 ° r St. t �,L'.�l.zY�7arc ��.., r.<..,' 4.- ,. +«,i�ax� iiSy� <�.; .. f .�`.'r:e�4,5' � aA�r�s`.+ „ 4aw��FN�. ..,.« ' .,..,....�«,U.. �.d.?�. �.��§':^ ` 4 „ 1 '' . .,. '�' ,P ''� ^ i�`� F�. 3a« "' ''a . 3 `. 3isrzbx,m. aa.,,. w:e.1 x� h� au.» 15.001 Process Pip* -Material 8105,652 845,502 $45,502 845,502 $45,502 15.002 Prided Velma• Material 854,321 831,137 $31,137 $31,137 $31,137 15.003 Process Pipe • Labor $66550 15.004 Process Volvos Labor $5,610 15.005 Mee Piping $10,460 15.006 SSde/Sluice Gates $93,960 867,140 867,140 $67,140 $67,140 15.007 Pipe Insulation 811,550 15.008 Plumbing 865,900 15.009 HVAC 835,890 Subtotal for Division 15 $449,893 $143,779 $143,779 $143,779 $143,779 .4 . w ; "a i 4 t Y .'.R ., ., f 2`.. t^ � 7 't 01.414$ % fix. ,, - w. R . °: .;, � 'ti .�' , . � f, .�_ :,.. 4 .. `.e� , `°'.:141.',2`1':'..,.. � v�A� 3 � .:.:. � � $ _F �6,�. .- �,xawum,� f �.:�„;._. .� .,s.d..r��s�.rr�..,,..«. ,.r,�rw > *.,e3x ,.,z �.,uv: +�u;a'+.3,ux»r.� .. >F:,,_ «« .. ,1 :;-. ...fA >.: „«o " �3�.«', a> i� a, z. k.: 16.001 General Condtlots - Temp. Dana 8 Permit 866,400 16.002 Light Fixkaes $ BCW $29,200 16.001 Site Lighting $25.800 514,100 $14,100 83,243 $3,243 $10,857 16.002 ASC- Control Paned $133,400 16.001 Anaylical 8 Pressure Devices 824,450 16.002 Computer Hardware, Fiber Optics 816,000 16.003 Labor -Con8u isaeon,Progrmnkq 8130,000 16.004 Control Room Feeders $47,200 16.005 Control Room Demo,BCW, Davide 541,000 16.006 Telsphone/Flber 810,100 16.007 Clarifiers 8 Conversion of Exist Clarifiers $52,500 16.008 oxidation Ditch 8 Sledge Hddlng Tanks 8118,700 16.009 UV Building 539,600 16.010 Blower Witting $57,800 16.011 Selector Tank 828.400 16.012 Existing M Thickener Building 564.900 16.013 Lift Stations 533,100 16.014 Generator 8192,000 16.015 XFMRSrPrMr meodWCw*OI Std 545.750 16.016 SMMd gar /AT68Aobr Control Cantata $220.000 Subtotal tor Division 16 $1,376,300 $14,100 $14,100 53,243 $3,243 510,857 8/28/2006 Page 3 Of 4 Pay Application 18 .xls Otsego WTF Facility - Phase 3 Expansion °AdorConstr.Ma. -- Stored Materials & Eauloment Summary ono ane Street SE O • Buffalo, MN 15317 Pay Req. No. 18 Period Ending: 8/2512006 s, ,- - S. .'� g, «� , $. ,� , ,..��` c '� ',w� < +, ; rx �" w � ` -qw k• `,g �"`x�.;%.. �c " � '> w : .,. t I . �' � '4 7 , i * r � w# M �'Pi "'g� i �'�g - � ;�. +v"`+� � �l,�Le` 'il >it°i. '' }t - t" r° „ � .H s� `e fi� e<?. t�..� .- r ` h 3•a � f7 " N» >-`:` „ t1vs , '� a i ..,. e is � ti''''� „ .. s ; , �a �. �� S» �, ��.' r � �*. .� . tg - SSA iMR tf�lllagln;,'. 3,%`� ..:_._... �., F.�.. to �; -;.,., t' Y . t '�?,: -, P+"Y ..,. r.<.: ,'r r3 ; a�• dw. 4i' �t �' �y�,.'`a 6�as`'�'�i�w f a a.,:., t`.; �.. �. a.,... �. r..:;:. �.. .a'�.nia.... ^a._�........�'z° , ..:xnu.;:,, s..:., ":..s' :u:..rz.� !��`w�` �� "a�.t., ka ��. rw,x..._. < � . 'k`c t • T w �', _ � t ": .',. M, . a.. .; _ ° -nr ,$zS"- a•`,"."3`.� f r��a_ 64' x,2s. ,< F >::. .�..�;.ti. . .: . .. » �. 1 ,. ii ..w. ., s � bra to � f a: ,. ,�.• ,'��.�. "„�, ..s.: �,,I: r >�. s.. '�'C r�,,�° L3rYs1 .,- ..�a.�..v,.. < a*; s.+ r., k ::.....,sita.d.nr..Ja�.._E;wm._ = '�' -...�. �...1�m ti•.'�a,33.:a.� aa„m...cn ,»wu+d � .m <�. ve..,�w, ?'; ` ... .,m ..s ,i.'� <ek F,L �L. ,_,��y r �,�e, a ui'. v . , .e..�o.,. y, .u,zlLw• ... � ,me .,...- .tdaLmiY3K9�dk l 1 -'f*a, i lW!'.R',,e'+E Ri, , , ' 17.001 RTU Panel Modlecations .11.11112DEED- 17.002 UV System Modifications 1,770 17.003 Unforseen Conditions at OAR Line 814,852 17.004 Dialer Software $3,646 17.005 Wedeco Credit 420,000 17.006 Relocate Primary Power (Xceq 83,920 17.007 MLSS lift Station Credit 48.236 Subtotal for _Change Order S1 $8,548 $0 «, '.., ' , . -F .., �;'"� `� u � � r •��' �`” .,' .. r �,'� re m °.�� ., :. ter. - , '!�4" t ,.� �v r:-`x , a. i- �: :3 ' .x... .,�.: -ZEE 2::� w _k a i:i:gi. k' __.,a..s. 1 ,::Z::K: a..,.zs3: , s s = .Ae; .� � s��. x :., i :2i.kx. tit idttt:f;. a �...:ad. �,k,..t. :IiA .<...i2 ai+ aar !. i k;.iytagg s' ' 7 °7 .' ikri,i - g r x , 18.001 Trandernw Relocation $4,167 18.002 Additional Plantings at Berm 84,657 18.003 Conduit for Fares' Aims 86,823 18.004 Aluminum Grating at Poet Aeration 812.371 18.005 FRP Framing at UV Disinfection . $1,500 Subtotal for Change Order 02 829,518 80 s ' o w �'� . ,, r � , ..�'- aa�`��iar a9�a a` •.:. � ' :if"�" s :.` i •. ,......`'� ` `.:. `� °gyp a.... �" .. a, .. �.<.. �,`"'. - : ° a _.._.,,ter ErI, .m..E,..:..�sv�". t t.:k.aZL: L�.�+ E;gSV :,u d3.,,.r�.. A . P t'�"�.:ne.s. a ". a:;s ^� *.� ".� "SC ° Esc.,... . iL'. _«.,... a'�s<: -.m.' E >"w<.". <...5. < s, .sv..S! .d s.F�,'.. k' + : ieA# : i ' 19.001 Grading at West FacifN $4,666 °. ""' _ p, . s . Subtotal for Change Order #3 84,666 $0 Grand Totals 89,238,032 • 81,938,960 80 81,938,960 $1,758,769 $169,334 $1,928,103 810,857 • • • 8128/2006 Page 4 0( 4 Pay Application 18.xls PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503- 04108 -0 CONTRACTOR GRIDOR CONSTRUCTION INC CHANGE ORDERS No. Date Description Amount 1 6/23/2005 This Change Order needs to provides for additional work on this project. See Change Order. $8,548.00 2 1/12/2006 This Change Order provides for additional work on this project. See Change Order. $29,518.00 3 4/28/2006 "Item 1. Provides for alterations to land along the South property line of the Otsego West Wastewater Treatment Facility to ensure that the South property line drains from east to west. Work includes excavation between the berm and the south fence, replacement of the excavated material on -site and re- vegetation of all disturbed areas as per Proposal Request No. 22. $4,666.00 4 6/8/2006. Provides for alterations to the existing 8" Otsego Force Main as per Proposal Request No. 24. $12,436.00 5 8/23/2006 This Change Order provides for replacement of the !ow voltage transformer in the U.V. building that was damaged by flood water. $3,816.00 Total Change Orders $58,984.00 • • • PAYMENT SUMMARY • No. From To Payment Retainage Completed • 1 03/01/2005 03/30/05 244,468.00 244,468.00 2 03/31/2005 04/26/05 654,495.00 898,963.00 3 04/27/2005 06/01/05 976,500.00 1,875,463.00 4 06/02/2005 06/25/05 966,705.00 2,842,168.00 5 06/26/2005 07/25/05 680,550.00 3,522,718.00 6 07/26/2005 08/25/05 837,342.00 4,360,060.00 7 08/26/2005 09/25/05 595,813.00 4,955,873.00 8 09/26/2005 10/25/05 836,378.00 5,792,251.00 9 10/26/2005 11/25/05 838,975.00 6,631,226.00 10 11/26/2005 12/25/05 474,785.00 7,106,011.00 11 12/26/2005 01/25/06 219,551.00 7,325,562.00 12 01/26/2006 02/25/06 385,883.00 7,711,445.00 13 02/26/2006 03/25/06 247,414.00 7,958,859.00 14 03262006 04/25/06 168,318.00 8,127,177.00 15 04/26/2006 05/25/06 224,584.00 8,351,761.00 50304108REQ18.xls 16 05/26/2006 06/25/06 138,483.00 8,490,244.00 17 06/26/2006 07/25/06 230,573.00 8,720,817.00 18 07/26/2006 08/25/06 147,960.00 8,868,777.00 Material on Hand $10,857.00 Total Payment to Date $8,868,777.00 Original Contract $9,195,300.00 Retainage Pay No. 18 Change Orders $58,984.00 Total Amount Earned $8,868,777.00 Revised Contract $9,254,284.00 • 50304108REQ18.xis ■ ■ G11111 v•"! NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231 .2561 planners(c nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 19 September 2006 RE: Otsego — Zoning Ordinance; Public Accessory Building Materials NAC FILE: 176.02 — 06.21 The Planning Commission conducted a public hearing on 18 September 2006 regarding an amendment to the Zoning Ordinance. The proposed amendment requires the use of the same materials for accessory buildings as allowed for principal buildings in the various zoning districts. Public uses, such as the City and Wright County salt storage buildings, would be exempt from this requirement. Non - private uses would be allowed to use other materials based on a demonstrated need as part of a conditional use permit requiring that the material is • necessary for other than economic reasons. There were no public comments. The Planning Commission echoed similar concems as those expressed by the City Council in directing the proposed amendment be considered. The Planning Commission closed the public hearing and voted 7 -0 to recommend approval. The proposed amendment will be considered on the Consent Agenda at the City Council's meeting on 25 September 2006 at 6:30 PM. c. Mike Robertson Judy Hudson Tim Rochel Andy MacArthur Ron Wagner ORDINANCE NO.: 2006 -13 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF 9TSEGO RELATED TO ALLOWED ACCESSORY BUILDING MATERIALS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 20- 16 -4.G. of the Zoning Ordinance is hereby amended to read as follows: G. Building Type and Standards. 1. Except for public uses or as may be expressly allowed by this Chapter or by conditional use permit subject to Section 20- 16-4.1 of this Chapter, the same or suitable quality exterior finish building materials used for the principal building and allowed by Section 20 -17-4 of this Chapter shall be used in all accessory buildings over one hundred fifty (150) square feet. 2. The design of all accessory buildings shall be compatible with that of the principal building on the lot . "Compatible" means that the exterior appearance of the accessory building is similar to the principal building from an aesthetic, building material and architectural standpoint so as not to cause a difference to a degree to cause an incongruity or a nuisance. The City shall also give consideration to the function of the accessory building when evaluating its compatibility with the design of the principal building for the purposes of this section. 3. Pole buildings as defined by this Chapter are allowed as a permitted accessory structure within the A -1 and A -2 District provided that: a. The lot or parcel lies within the Rural Service Area or Urban Service Reserve Area, as defined by the Comprehensive Plan. b. The lot or parcel on which the building is to be constructed has an area of five (5) acres or greater. .Section 2. This Ordinance shall become effective immediately ypon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: • THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO BY: • Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk ITEM 5_5 SRF CONSULTING GROUP, INC. Transportation • Civil • Structural • Environmental • Planning • Traffic • Landscape Architecture • Parking SRF No. 005521 August 11, 2006 Mr. Brad Belair Public Works Supervisor 8899 N.E. Nashua Avenue Otsego, MN 55330 Re: Beaudry Meadows Park, Otsego Preserve Park, and • Kittredge Crossings Park Site Improvements SRF Commission Number 5521 -0160 Dear Mr. Belair: Enclosed please find one copy of Buffalo Bituminous, Inc. Request for Partial Payment No. 2 dated August 10, 2006. This request has been reviewed with the Contractor. SRF recommends payment to the Contractor in the amount of $86,503.20. If you have any questions, please contact me. • Sincerely, SRF Consulting Grou • , Inc. Timothy ` old, RLA Senior Landscape Architect cc: File H: tProjects155211LA1DOCIPAY APPSIPay App No 2 Cover Letter doc APPLICATION AND CERTIFICATE FOR PAYMENT Invoice it: 5346 To Owner. City OF Otsego Project: 62005 - 2006 Otsego Park Sites Application No.: 2 Distribution to: 8899 Nashua Ave NE MN owner NM Archiect Period To: NMI Contractor Otsego, MN 55330 MIIII From Contractor Buffalo Bituminous, Inc. Via Architect: MS PO Box 337 Project Nos: Buffalo, MN 55313 Contract For: Contract Date: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in Application Is made for payment, as shown below, in connection with the Contract accordance with the Contract Documents. That all amounts have been paid by the Contractor for Continuation Sheet is attached. Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. 1. Original Contract Sum $1,591,056.25 CONTRACTOR: Buffalo : ituminous, Inc. 2. Net Change By Change Order 5-284,472.68 / 3. Contract Sum To Date $1,306,583.57 4. Total Completed and Stored To Date $178,456.00 0 / Date: 3t-of, -*Op. 5. Retainage : _ ' a. 5.00% of Completed Work State of: County of $8, 922 Subscribed and sw tobeefore me this /0 S day of 4� ` , , , � '/t ®O �o b. 0.00% of Stored Material $0.00 Notary Public: � ! n _ - . " My Commission expires: ` , KRISTINE A. HOLTHAUS Total Retainage $8,922.60 3l O / O _•" A 6. Total Earned Less Retainage $169,533.20 ARCHITECT'S CERTIFICATE FOR PAYMENT ` My Com oissfos Expires Jan. 31, 2010 In accordance with the Contract Documents, based on on-site observed.:. . .:, comprising the above application, the Architect certifies to the Owner that to the best of the 7. Less Previous Certificates For Payments $83,030.00 Architect's knowledge, information, and belief, the Work has progressed asindicated, 8. Current Payment Due $66,503.20 • the quality of the Work is in accordance with the Contract Documents, and the Contractor Y is entitled to payment of the AMOUNT CERTIFIED. 9. Balance To Finish, Plus Retainage $1,128,127.57 AMOUNT CERTIFIED 86, 503.20 (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform wltlr the amount certified.) CHANGE ORDER SUMMARY Additions Deductions Total changes approved in previous months by owner $0.00 $0.00 ARCHIT 41/(0/... Total Approved this Month $0.00 $284,472.68 By: Date: TOTALS $0.00 $284,472.68 This Certi is is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without Net Changes By Change Order $_284,472.68 prejudice to any rights of the Owner or Contractor under this Contract. CONTINUATION SHEET Page 2of7 Application and Certification for Payment containingOContractor's signed certification is attached. 0 In tabulations bel Application No.: 2 Application Date : 818/2006 To: • Architect's Project No.: Invoice 8 : 5346 Contract : 62006- 2006 Otsego Park Sites A B C D E F G H 1 Item Description of Work Scheduled Work Completed Materials Total % Balance Retainage No. Value From Previous This Period Presently Completed (G /C) To Finish Application Is Place Stored and Stored (C-G) (DI.E) To Date (Not in D or E) (D+E +F) 1 2006 Otsego Park Sites 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 1100 BEAUDRY MEADOWS PARK 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 1101 SURVEYING & STAKING 500.00 500.00 0.00 0.00 500.00 100.00% 0.00 25.00 1201 REM GRUB/ HAUL EXIST VEGE 2,700.00 2,700.00 0.00 0.00 2,700.00 100.00% 0.00 135.00 1202 REM & SALV 6' HIGH CHAIN 3,040.10 0.00 0.00 0.00 0.00 0.00% 3,040.10 0.00 1301 ON -SITE EARTHWORK 55,000.00 44,000.00 5,500.00 0.00 49,500.00 90.00% 5,500.00 2,475.00 1302 IMPORT /SPRD/ FINE GRAD 4" 38,680.60 0.00 0.00 0.00 0.00 0.00% 38,680.60 0.00 1303 F & I CL -2 RIP -RAP 6,500.00 0.00 0.00 0.00 0.00 0.00% 6,500.00 0.00 1304 F & 112" DEPTH SHRED MULCH 14,500.00 0.00 0.00 0.00 0.00 0.00% 14,500.00 0.00 1401 F & I BIT & GRAVEL - TRAILS 44,503.70 0.00 0.00 0.00 0.00 0.00% 44,503.70 0.00 1402 F & 1 BIT & GRAVEL - PARK LOTS 28,800.20 0.00 0.00 0.00 • 0.00 0.00% 28,800.20 0.00 1403 F & I B-618 CURB - PARK LOT 5,738.50 0.00 0.0D 0.00 0.00 0.00% 5,738.50 0.00 1404 F & I BIT & GRAVEL - B-BALL CRT 14,898.75 0.00 0.00 0.00 0.00 0.00% 14,898.75 0.00 1405 F & 1 4" CONCRETE PAVE 38,192.45 0.00 0.00 0,00 0.00 0.00% 38,192.45 0.00 1406 F & I INTEGRAL 6" x 18" CONCR 4,717.05 0.00 0.00 0.00 0.00 0.00% 4,717.05 0.00 1407 F & I TRUNCATED DOME 676.00 0.00 0.00 0.00 0.00 0.00% 676.00 0.00 1501 F & I BENCH 8,100.00 0.00 5,098.00 0.00 5,098.00 62.94% 3,002.00 254.90 1502 F & I PICNIC TABLE 6,600.00 0.00 4,154.00 0.00 4,154.00 62.94% 2,446.00 207.70 1503 F & 1 GRILL 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 1504 F & I TRASH RECEPT 2,300.00 0.00 1,448.00 0.00 1,448.00 62.96% 852.00 72.40 1505 F & I BIKE RACK 750.00 0.00 0.00 0.00 0.00 0.00% 750.00 0.00 1506 F & IL 10' HIGH B -BALL GOAL 2,225.00 0.00 0.00 0.00 0.00 0.00% 2,225.00 0.00 1507 F & 1 8' HIGH B -BALL GOAL 2,225.00 0.00 0.00 0.00 0.00 0.00% 2,225.00 0.00 1508 F & I K -5 PLAY EQUIP /MATS 47,000.00 0.00 0.00 0.00 0.00 0.00% 47,000.00 0.00 1509 F & I PRE -K PLAY EQUIP /MATS 37,750.00 0.00 0.00 0.00 0.00 0.00% 37,750.00 0.00 1510 F & I BELT SWINGSMIATS 2,100.00 0.00 0.00 0.00 0.00 0.00% 2,100.00 0.00 1511 F & 1 20' X 24' PREFAB SHELTER 25,000.00 0.00 0.00 0.00 0.00 0.00% 25,000.00 0.00 1512 F & I SATELLITE ENCLOSURE 3,000.00 0.00 0.00 0.00 0.00 0.00% 3,000.00 0.00 1513 F & I TWO TENNIS CRTS 75,000.00 0.00 0.00 0.00 0.00 0.00% 75,000.00 0.00 1514 F & I TENNIS COURT BANG BRD 2,350.00 0.00 0.00 0.00 0.00 0.00% 2,350.00 0.00 1515 F & IL MOD BLOCK RETAIN WALL 10,175.00 0.00 0.00 0.00 0.00 0.00% 10,175.00 0.00 1516 INSTALL 6' SALV CHAIN LINK 6,908.50 0.00 0.00 0.00 0.00 0,00% 6,908.50 0.00 CONTINUATION SHEET Page3of7 Application and Certification for Payment containing.Cantmctor's signed certification is attached. Din tabulations bel Application No.: 2 Applicatlon Date : 8/6/2006 To: Architect's Protect No.: Invoice # : 5346 Contract : 62005 - 2006 Otsego Park Sites A B C D E F G 11 1 Item Description of Work Scbeduled Work Completed Materials Total % Balance Retainage No. Value From Previous This Period Presently Completed (G / C) To Finish Application In Place Stored and Stored (C-G) (D+E) To Date (Not in D or E) (D+E +F) 1517 F & I DRINKING FOUNTN 6,000.00 0.00 0.00 ` 0.00 0.00 0.00% 6,000.00 0.00 1601 F & I SUB SURFACE 2,000.00 0.00 0.00 0.00 0.00 0.00% 2,000.00 0.00 1602 F & 1 12" DIA. PVC 6,630.00 0.00 0.00 0.00 0.00 0.00% 6,630.00 0.00 1603 F & I MANHOLE 1,675.00 0.00 0.00 0.00 0.00 0.00% 1,675.00 0.00 1604 F& I CATCH BASIN 1,750.00 0.00 0.00 0.00 0.00 0.00% 1,750.00 0.00 1605 INSTALL (2) ON SITE 5' DIA CUL 12,000.00 0.00 0.00 0.00 0.00 0.00% 12,000.00 0.00 1701 F & 1 SOD 5,082.00 0.00 0.00 0.00 0.00 0.00% 5,082.00 0.00 1702 F & 1 BLUE GRASS SEED MIX 5,440.00 0.00 0.00 0.00 0.00 0.00% 5,440.00 0.00 1703 F & 1 TYPE A SEED MIX STORM 440.00 0.00 0.00 0.00 0.00 0.00% 440.00 0.00 1704 F & I TYPE B SEED MIX STORM 1,100.00 0.00 0.00 0.00 0.00 0.00% 1,100.00 0.00 1705 F & 1 NO -MOW FINE FESCUE SEED 4,250.00 0.00 0.00 0.00 0.00 0.00% 4,250.00 0.00 1706 F & I AUTUMN BLAZE MAPLE 3,150.00 0.00 0.00 0.00 0.00 0.00% 3,150.00 0.00 1707 F& I RIVER BIRCH 1,600 0.00 0.00 0.00 0.00 0.00% 1,600.00 0.00 1708 F & 1 COMMON HACKBERRY 630.00 0.00 0.00 0.00 0.00 0.00% 630.00 0.00 1709 F & I FALL GOLD ASH 705.00 0.00 0.00 0.00 0.00 0.00% 705.00 0.00 1710 F & I PATMORE ASH 2,220.00 0.00 0.00 0.00 0.00 0.00% 2,220.00 0.00 1711 F & I PRAIRIE FIRE CRAB 1,225.00 0.00 0.00 0.00 0.00 0.00% 1,225.00 0.00 1712 F & I SWAMP WHITE OAK 1,290.00 0.00 0.00 0.00 0.00 0.00% 1,290.00 0.00 1713 F & I HONEYLOCUST 860.00 0.00 0.00 0.00 0.00 0.00% 860.00 0.00 1714 F & I BLACK HILLS SPR 6' 800.00 0.00 0.00 0.00 0.00 0.00% 800.00 0.00 1715 F & I BLACK HILLS SPR 8' 1,200.00 0.00 0.00 0.00 0.00 0.00% 1,200.00 0.00 1716 F & 1 RED KNOME DOGWOOD 1,026.00 0.00 0.00 0.00 0.00 0.00% 1,026.00 0.00 1717 F & I NEON FLASH SPIREA 1,425.00 0.00 0.00 0.00 0.00 0.00% 1,425.00 0.00 171B F & I GROW LOW SUMAC 3,500.00 0.00 0.00 0.00 0.00 0.00% 3,500.00 0.00 1719 F & I DWARF BUSH HONEYSU 540.00 0.00 0.00 0.00 0.00 0.00% 540.00 0.00 1720 F & I SCANDIA JUNIPER 1,102.00 0.00 0.00 0.00 0.00 0.00% 1,102.00 0.00 1721 F & I STELLA DE ORO DAYLILY 1,134.00 0.00 0.00 0.00 0.00 0.00% 1,134.00 0.00 1722 F & I RUFFLED APRICOT DAYLILY 400.00 0.00 0.00 0.00 • 0.00 0.00% 400.00 0.00 1723 F & I ROSY RETURNS DAYLILY 400.00 0.00 0.00 0.00 0.00 0.00% 400.00 0.00 1801 IRRIGATION SYSTEM 27,000.00 0.00 0.00 0.00 0.00 0.00% 27,000.00 0.00 1901 F & 1 ELECTRICAL 1,350.00 0.00 0.00 0.00 0.00 0.00% 1,350.00 0.00 2100 OTSEGO PRESERVE PARK 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 CONTINUATION SHEET PaRe4of7 Application and Certification for Payment containingOContraelor's signed certification is attached.Oln tabulations bel Application No.: 2 Application Date : 8/8/2006 To: • Architects Project No.: Invoice # : 5346 Contract : 62005- 2006 Otsego Park Sites A B C D • E F G A I Item Description of Work Scheduled Work Completed Materials Total 'A Balance damage No. Value From Previous This Period Presently Completed (G / C) To Finish Application h Place Stored and Stored (C (D+E) To Date (Not in D or E) (D+E +F) 2101 SURVEYING 500.00 500.00 0.00 0.00 500.00 100.00% 0.00 25.00 2201 REMOVE CONCRETE WALK 262.50 0.00 0.00 0.00 0.00 0.00% 262.50 0.00 2202 REMOVE BITUMINOUS 272.00 0.00 0.00 0.00 0.00 0.00% 272.00 0.00 2203 REMOVE CONCR CURB & GUTTER 794.75 0.00 0.00 0.00 0.00 0.00% 794.75 0.00 2301 ON -SITE EARTHWORK 55,000.00 0.00 49,500.00 0.00 49,500.00 90.00% 5,500.00 2,475.00 2302 IMPORT /SPREAD/FINE GRADING 4" 1 29,800.00 0.00 0.00 0.00 0.00 0.00% 29,800.00 0.00 2303 F & 1 4" AG LIME INFIELD 6,500.00 0.00 0.00 0.00 0.00 0.00% 6,500.00 0.00 2304 FABRIC & CL -2 RIP -RAP AT PIPE 1,200.00 0.00 0.00 0.00 0.00 0.00% 1,200.00 0.00 2305 12" SHRED FIBER MULCH 14,500.00 0.00 0.00 0.00 0.00 0.00% 14,500.00 0.00 2401 BIT PAVE & GRAVEL- TRAILS 32,865.25 0.00 0.00 0.00 0.00 0.00% 32,865.25 0.00 2402 BIT PAVE & GRAVEL- PARK LOT 32,437.50 0.00 0.00 0.00 0.00 0.00% 32,437.50 0.00 2403 F & 18 -618 CURB- PARK LOT 6,405.50 0.00 0.00 0.00 0.00 0.00% 6,405.50 0.00 2404 BIT PAVE & GRAVEL B -BALL 22,822.50 0.00 0.00 0.00 0.00 0.00% 22,822.50 0.00 2405 4' CONCR PAVE INCLUDES 33,577.65 0.00 0.00 0.0D 0.00 0.00% 33,577.65 0.00 2406 F & 16" CONCR PARK LOT 1,802.00 0.00 0.00 0.00 0.00 0.00% 1,802.00 0.00 2407 F & 16" CONCR MAINT STRIP 410.00 0.00 0.00 0.00 0.00 0.00% 410.00 0.00 2408 F & 16" X 18" CONCR PLAY CONT 2,568.75 0.00 0.00 0.00 0.00 0.00% 2,568.75 0.00 2409 F & 1 6" X 18" INTEGRAL CONCR 4,451.55 0.00 0.00 0.00 0.00 0.00% 4,451.55 0.00 2410 F & I TRUNCATED DOME PANELS 1,700.00 0.00 0.00 0.00 0.00 0.00% 1,700.00 0.00 2501 F & 1 BENCH 5,400.00 0.00 3,410.00 0.00 3,410.00 63.15% 1,990.00 170.50 2502 F & 1 TRASH RECEPT 2,300.00 0.00 1,452.00 0.00 1,452.00 63.13% 848.00 72.60 2503 F & I PICNIC TABLE 6,600.00 0.00 4,167.00 0.00 4,167.00 63.14% 2,433.00 208.35 2504 F & I GRILL 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 2505 F & I PLAYERS BENCH/BLEACHER 5,300.00 0.00 0.00 0.00 0.00 0.00% 5,300.00 0.00 2506 F & I BIKE RACK 750.00 0.00 0.00 0.00 0.00 0.00% 750.00 0.00 2507 F & 110' B -BALL GOAL 4,450.00 0.00 0.00 0.00 0.00 0.00% 4,450.00 0.00 2508 F & 1 8' B -BALL GOAL 2,225.00 0.00 0.00 0.00 0.00 0.00% 2,225.00 0.00 2509 F & 1 K -5 PLAY EQUIP/WEAR MATS 48,500.00 0.00 0.00 0.00 0.00 0.00% 48,500.00 0.00 2510 F & 1 PRE -K PLAY EQUIP/WEAR 37,500.00 0.00 0.00 0.00 0.00 0.00% 37,500.00 0.00 2511 F & 1 SWINGS 2,100.00 0.00 0.00 0.00 0.00 0.00% 2,100.00 0.00 2512 F & 1 20' X 20' PREFAB SHELTER 28,000.00 0.00 0.00 0.00 0.00 0.00% 28,000.00 0.00 2513 F & I SATELLITE ENCLOSURE 3,000.00 0.00 0.00 0.00 0.00 0.00% 3,000.00 0.00 CONTINUATION SHEET Page 5 of Application and Certification for Payment containing0Contractors signed certification is attached. Din tabulations bel Application No.: 2 Application Date : 818/2006 To: Architect's Project No.: Invoice 4 : 5346 Contract : 62006- 2006 Otsego Park Sites C D E F G H I B % Balance Itetainage A Work Completed Materials Total Item Description of Work Scheduled P - Presently No. Value From Previous This Period Y Completed (G / C) To Finish Application In Place Stored and Stored (C-G) (D+E) To Date (Not in 0 or E) (D+E +F) 0 00 0.00 0.00 0.00% 6,000.00 0.00 2514 F & 1 10'x20'x10' BACK STOP 6,000.00 0.00 0.00 0.00 0.00% 6 ,000.00 0.00 2515 F & 18' CHAINLINK FENCE 1,650.00 0.00 0.00 2516 F & I TENNIS COURT 10' HIGH 45,000.00 0.00 0.00 0.00 0.00 0.00% 45,000.00 0.00 2517 F & I TENNIS CRT BANG BRD 2,350.00 0.00 0.00 0.00 0.00 0.00% 2,350.00 0.00 2518 F & I DRINKING FOUNTAIN 8,500.00 0.00 0.00 0.00 0.00 0.00% 8,500.00 0.00 2601 F & I CATCH BASIN 1,750.00 0.00 0.00 0.00 0.00 0.00% 1,750.00 0.00 2602 F &I 12" PVC PIPE 1 ,275.00 0.00 0.00 0.00 0.00 0.00% 1,275.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 2603 F & I PLAY CONT SUB SURF 5,000.00 0.00 0.00 0.00 0,00 0.00% 5,082.00 0.00 2701 SOD 5,082.00 0.00 0.00 2702 F & I BLUE GRASS SEED MIX 6,080.00 0.00 0.00 0.00 0.00 0.00% 6,080.00 0.00 0.00 0.00 0.00% 3,060.00 0.00 2703 F & I NO -MOW FINE FESCUE SEED 3,060.00 0.00 0.00 0.00 0.00% 2,940.00 0.00 2704 F & I AUTUMN BLAZE MAPLE 2,940.00 0.00 0.00 0.00 0.00 0.00% 960.00 0.00 2705 F & I RIVER BIRCH 960.00 0.00 0.00 0.00 2706 F & I COMMON HACKBERRY 630.00 0.00 0.00 0.00 0.00 0.00% 630.00 0.00 2707 F & I FALL GOLD ASH 705.00 0.00 0.00 0.00 0.00 0.00% 705.00 0.00 2708 F & I PATMORE ASH 555.00 0.00 0.00 0.00 0.00 0.00% 555.00 0.00 2709 F & I SPRING SNOW CRAB 875.00 0.00 0.00 0.00 0.00 0.00% 875.00 0.00 2710 F & 1 SWAMP WHITE OAK 1,935.00 0.00 0.00 0.00 0.00 0.00% 1,935.00 0.00 645.00 0.00 0.00 0.00 0.00 0.00% 645.00 0.00 2711 F & I HONEYLOCUST 0.00 0.00 0.00% 1,200.00 0,00 2712 F & I BLACK HILLS SPR-6' 1,200.00 0.00 0.00 2713 F & I BLACK HILLS SPR -8' 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 2714 F & I RED GNOME DOGWOOD 270.00 0.00 0.00 0.00 0.00 0.00% 270.00 0.00 2715 F & 1 NEON FLASH SPIREA 100.00 0.00 0.00 0.00 0.00 0.00% 100.00 0.00 0.00 0.00 0.00% 224.00 0.00 0.00 0.00 0.00% 22 2716 F & I STELLA DE ORO DAYLILY 224.00 0.00 0.00 4.00 0.00 2717 F & I ROSY RETURNS DAYLILY 112.00 0.00 0.00 0.00 0.00 0.00% 22, 0.00 2801 IRRIGATION SYSTEM 22,000.00 0.00 0.00 2901 ELECTRICAL SYSTEM 1,350.00 0.00 0.00 0.00 0.00 0.00% 1,350.00 0.00 3100 KITTREDGE CROSSING PARK 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 3101 SURVEYING 500.00 500.00 0.00 0.00 500.00 100.00% 0.00 25.00 3201 REMOVE CONCRETE CURB 468.00 0.00 0.00 0.00 0.00 0.00% 468.00 0.00 3301 ON -SITE EARTHWORK 49,000.00 39,200.00 4,900.00 0.00 44,100.00 90.00% 4,900.00 2,205.00 3302 IMPORT /SPREAD/FINE GRADE 14,900.00 0.00 0.00 0,00 0.00 0.00% 14,900.00 0.00 CONTINUATION SHEET Page 6of7 Application and Certification for Payment containingOContraclor's signed certification is attached.Oln tabulations bel Application No.: 2 Application Date : 8/812006 To: Architect's Project No.: Invoice 11 : 5346 Contract : 62005- 2006 Otsego Park Sites • A B C D E F G U I Item Description of Work Scheduled Work Completed Materiab Total % Bahace Retainage No. Value From Previous This Period Presently Completed (G / C) To Finish Application In Place Stored and Stored (C-G) (D+E) To Date (Not m D or E) (D+E +F) 3303 F & I FABRIC & CL -2 RIP -RAP 1,200.00 ' 0.00 0.00 0.00 0.00 0.00% 1,200.00 0.00 3304 F & 112" SHREDDED MULCH 14,500.00 0.00 0.00 0.00 0.00 0.00% 14,500.00 0.00 3401 BIT & GRAVEL - TRAILS 24,332.00 0.00 0.00 0.00 0.00 0.00% 24,332.00 0.00 3402 BIT & GRAVEL - PARKING LOT 28,914.00 0.00 0.00 0.00 0.00 0.00% 28,914.00 0.00 3403 B -618 CURB & GUTTER -PKG LOT 5,934.00 0.00 0.00 0.00 0.00 0.00% 5,934.00 0.00 3404 BIT & GRAVEL FOR B -BALL 18,054.00 0.00 0.00 0.00 0.00 0.00% 18,054.00 0.00 3405 F & 1 4" CONC. PAVING INCL 6" 40,910.70 0.00 0.00 0.00 0.00 0.00% 40,910.70 0.00 3406 6" X 18" CONC. PLAY CONT CURB 4,743.75 0.00 0.00 0.00 0.00 0.00% 4,743.75 0.00 3407 6" X 18" INTEGRAL CONC PLAY C 3,363.00 0.00 0.00 0.00 0.00 0.00% 3,363.00 0.00 3408 6" DEPTH CONC PAVE -PKG LOT 1,326.00 0.00 0.00 0.00 • 0.00 0.00% 1,326.00 0.00 3409 TRUNCATED DOME PANELS 1,690.00 0.00 0.00 0.00 0.00 0.00% 1,690.00 0.00 3501 F & I BENCH 9,450.00 0.00 5,885.00 0.00 5,885.00 6228% 3,565.00 294.25 3502 F & I TRASH RECEPTACLE 2,300.00 0.00 1,432.00 0.00 1,432.00 62.26% 868.00 71.60 3503 F & I PICNIC TABLE 6,600.00 0.00 4,110.00 0.00 4,110.00 62.27% 2,490.00 205.50 3504 F & I GRILL 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 3505 F & 1 BIKE RACK 750.00 0.00 0.00 0.00 0.00 0.00% 750.00 0.00 3506 F & 1 8' B -BALL GOAL 2,225.00 0.00 0.00 0.00 0.00 0.00% 2,225.00 0.00 3507 F & 110' B-BALL GOAL 2,225.00 0.00 0.00 0.00 0.00 0.00% 2,225.00 0.00 3508 F & I K -5 PLAY EQUIP/WEAR MATS 43,000.00 0.00 0.00 0.00 0.00 0.00% 43,000.00 0.00 3509 F & 1 PRE -K PLAY EQUIP 37,500.00 0.00 0.00 0.00 0.00 0.00% 37,500.00 0.00 3510 F & I SWINGS 2,100.00 0.00 0.00 0.00 0.00 0.00% 2,100.00 0.00 3511 F & 1 32' X 32' PREFAB SHELTER 48,000.00 0.00 0.00 0.00 0.00 0.00% 48,000.00 0.00 3512 F & I FIRE PIT 1,100.00 0.00 0.00 0.00 0.00 0.00% 1,100.00 0.00 3513 F & I SATELLITE ENCLOSURE 3,000.00 0.00 0.00 0.00 0.00 0.00% 3,000.00 0.00 3514 F & I TENNIS COURT 47,000.00 0.00 0.00 0.00 0.00 0.00% 47,000.00 0.00 3515 F & I TENNIS CRT BANG BOARD 2,350.00 0.00 0.00 0.00 0.00 0.00% 2,350.00 0.00 3516 F & I HORSESHOE CRTS (2) 3,600.00 0.00 0.00 0.00 0.00 0.00% 3,600.00 0.00 3517 F & I DRINKING FOUNTAINS 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 3601 F & 1 PLAY CONT DRAIN SYS 4,500.00 0.00 0.00 0.00 0.00 0,00% 4,500.00 0.00 3701 SOD 5,082.00 0.00 0.00 0.00 0.00 0.00% 5,082.00 0.00 3702 F & I BLUE GRASS SEED MIX 2,400.00 0.00 0.00 0.00 0.00 0.00% 2,400.00 0.00 3703 F & I TYPE A SEED MIX 1,540.00 0.00 0.00 0.00 0.00 0.00% 1,540.00 0.00 CONTINUATION SHEET Pagc7of7 Application and Certification for Payment containingaContractor's signed certification is attached.Oln tabulations bel Application No.: 2 Application Date : 8/812006 To: Architect's Project No.: Invoice 0 : 5346 Contract : 62005- 2006 Otsego Park Sites A B C D E F G H I Item Description of Work Scheduled Work Completed Materials Total Ye Balance Retainage No. Value From Previous This Period Presently Completed (0 /C) To Finish Application In Place Stored and Stored (C-G) (D+E) To Date (Not in D or E) (D+E+F) 3704 F & I TYPE B SEED 880.00 k 0.00 0.00 0.00 0.00 0.00% 880.00 0.00 3705 F & I NO -MOW SEED MIX 1,190.00 0.00 0.00 0.00 0.00 0.00% 1,190.00 0.00 3706 F & I RIVER BIRCH 480.00 0.00 0.00 0.00 0.00 0.00% 480.00 0.00 3707 F & I COMMON HACKBERRY 1,470.00 0.00 0.00 0.00 0.00 0.00% 1,470.00 0.00 3708 F & 1 FALL GOLD ASH 1,645.00 0.00 0.00 0.00 0.00 0.00% 1,645.00 0.00 3709 F & I AUTUMN BLAZE MAPLE 1,680.00 0.00 0.00 0.00 0.00 0.00% 1,680.00 0.00 3710 F & I PATMORE ASH 2,035.00 0.00 0.00 0.00 0.00 0.00% 2,035.00 0.00 3711 F & 1 SWAMP WHITE OAK 1,505.00 0.00 0.00 0.00 0.00 0.00% 1,505.00 0.00 3712 F & I BLACK HILLS SPR- 6' 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 3713 F & I BLACK HILLS SPR- 8' 1,200.00 0.00 0.00 0.00 0.00 0.00% 1,200.00 0.00 3714 F & I DWARF BUSH HONEYSUCKLE 175.00 0.00 0.00 0.00 0.00 0.00% 175.00 0.00 3715 F & I RED GNOME DOGWOOD 243.00 0.00 0.00 0.00 0.00 0.00% 243.00 0.00 3716 F & I NEON FLASH SPIREA 250.00 0.00 0.00 0.00 0.00 0.00% 250.00 0.00 3717 F & I STELLA DE ORO DAYLILY 336.00 0.00 0.00 0.00 0.00 0.00% 336.00 0.00 3718 F & 1 ROSY RETURNS DAYLILY 112.00 0.00 0.00 0.00 0.00 0.00% 112.00 0.00 3801 F & 1 IRRIGATION SYSTEM 28,000.00 0.00 0.00 0.00 0.00 0.00% 28,000.00 0.00 3901 ELECTRICAL SYSTEM 2,700.00 0.00 0.00 0.00 0.00 0.00% 2,700.00 0.00 5000 CO#1 Beaudry Imp /Sprd /Fine Grade 4" - 36,720.60 0.00 0.00 0.00 0.00 0.00% - 36,720.60 0.00 5001 CO#1 Beaudry Delete K -5 Play/Mats - 47,000.00 0.00 0.00 0.00 0.00 0.00% - 47,000.00 0.00 5002 CO#1 Beaudry Delete Pre-K Play /Mats - 37,750.00 0.00 0.00 0.00 0.00 0.00% - 37,750.00 0.00 5003 CO#1 Beaudry Delete Belt Swings/Mats - 2,100.00 0.00 0.00 0.00 0.00 0.00% - 2,100.00 0.00 5004 CO#1 Beaudry Salt' /Reinstall Chain Lin 1,960.00 0.00 0.00 0.00 0.00 0.00% 1,960.00 0.00 5005 CO#1 Beaudry F &I Irrigation System 9,026.33 0.00 0.00 0.00 0.00 0.00% 9,026.33 0.00 5006 CO#1 Otsego Delete K -5 Play/Mats -48,500.00 0.00 0.00 0.00 0.00 0.00% -48,500.00 0.00 5007 CO#1 Otsego Delete Pre-K Play/Mats - 37,500.00 0.00 0.00 0.00 0.00 0.00% - 37,500.00 0.00 5008 CO#1 Otsego Delete Belt Swings/Mats - 2,100.00 0.00 0.00 0.00 _ 0.00 0.00% - 2,100.00 0.00 5009 CO #1 Otsego F &I Irrigation System 14,467.34 0.00 0.00 0.00 0.00 0.00% 14,467.34 0.00 5010 CO#1 Kittredge Delete lmp/Sprd 4" Top - 14,900.00 0.00 0.00 0.00 0.00 0.00% - 14,900.00 0.00 5011 CO#1 Kittredge Delete K -5 Play/Mats - 43,000.00 0.00 0.00 0.00 0.00 0.00% 43,000.00 0.00 5012 CO#1 Kittredge Delete Pre-K Play/Mats - 37,500.00 0.00 0.00 0.00 0.00 0.00% 47,500.00 0.00 5013 CO #1 Kittredge Delete Belt Swings/Mat - 2,100.00 0.00 0.00 0.00 0.00 0.00% - 2,100.00 0.00 5014 CO#1 Kittredge F &I Irrigation System - 755.75 0.00 0.00 0.00 0.00 0.00% - 755.75 0.00 C 1 otals 1,306,583.57 87,400.00 91 1 0.00 178,456.00 13.66% 1,128,127.57 922.80 li: �r I6 ITEM 5_7 I in Bonestroo F-' Transmissio o li 1.i Date: 9/ /2006 From: Justin Kubisiak i. To: Mi . Robertson Our File No: BRA # 503 -04-108 cc dy Hudson Pages to Follow: 3 Organi - =''on: City of Otsego Original Will Follow In Mail: Yes El No .Fax Nu ' : 763 - 441 -8823 Subj Otsego East WWTF - Proposed Changes for Council Approval . Mike an udy, Attach • proposed additional work for the Otsego East WWTF construction contract with Gridor Constru • • n. The proposed planting layout is attached. Please include them in the council packets for approv. , •scussion at the 9 -25-06 meeting. We will bring copies of the cost quotation to meeting. Thanks, !;. Justin K , .'siak 651 -967 • •14 ii For ques +, ` 'bns specific to the landscape layout please call Karen Cavett @ 507- 387 -4679 Its I 9 1, t1 i; 11 t i . ii i ti 1 is E1, 1 il i j 1, Bonestra Rosene, Anderlik and Associates. Inc. www.bonestroo.com ;4 iiIr 1, ii h Ronenroo 435 West Highway 36 PROPOSAL REQUEST Roscoe In rei Mdetlik& 'tit Paul, MN 55113 No. 00030 Asmdates ne: 651- 967 -4614 IS 4Avawcct, : 651- 636 -1311 I. TITLE: dscape at Area Disturbed by W.M. DATE: 8/24/2006 PROJECT I it° tsego East WWTF Phase 3 JOB: 503 -04 -108 TO: P :' ttn: Steve Lee CONTRACT NO: 1 idor Constr., Inc. 990 27th Street SE 1 uffalo, MN 55313 1: hone: 763 -746 -9072 Fax: 763 -559 -3736 1 fr:ta ?&mwxs.. Please submit I itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents d -,,i ibed herein. THIS IS NO CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: ' ..tten description of the Work) Provide and i i r v;' plantings surrounded by heavy duty deer fencing as shown on the attached sketch. Provide unit prices for relevant substitutions - type that may by cost beneficial to the Owner for review by the landscape designer. . Your cost pr. t al should be provided to this office at the earliest possible date but no later than 20 September 2006, to allow for 'iew prior t , ,, t egotiations. After receipt of your proposal you will be contacted to establish the specific time for negotiations. Your t proposal ,, supporting documents may be faxed to 651- 636 -1311 or mailed to this office. Please contact me with any questions. • 1r Vi 1 i f r n . ,6 1 1: it 1 t ; I ;. , I.! l'' By: ' Steve Lee ii . Date: t• , ii i 11l il il ,t 4,• 0 ,,. li it `�' \� \: , ei � � Twisted double stranded e I ;i . -' ,•"--•';.-- .tom F , � si Gouge wi — leave `y re II stock to allow some r ' 1 me nt Protects i �� 8tree ' Steel move fen poet Mfropping f H atched or d rilled to g '�' , =. 11 " Two—ply aft retain guy wires. ;. • cement irepe paper ..- k • I -. !' • Reinforced rubber 4711 11 II Dike ; hose section. �� - .0 i F. .:.�. �" IF 4" Woodchi' Mulch • Weed Sorrier 1 11 J - 1 ,, • "� " Install so that bottom of 1 '11 ' r1 111■111/1,1. ' (�11 l' root flare is at sod line No Scale after boekfiil consolidation. = ` 1 1 l "' .:[ J �I • Place ball o disturbedR 1! 4'1=11 - -rl ' " :11 . soil or corn fill so " -1 2" P • tree does n ettle .No Scale . plant 5, Place saucer multo ch hold to form water. after plontin j m Provide aterials and that install meet spefications ( I and are of the size type ci ME and species given in plant 8. Remove top 1/3 of schedule or shown on the plans. burlap from rootball. � 1 2. Remove deod or damaged 7. Di g plant hole t' -0' branches. Retain the nature: min. forger than ball, ' form of the shrub. alt sides. ;f 3. Place weed barrier. 8. Saa dill with planting AC- ey sail. > 7. IOUOUS SHRUB AND TREE PLANTING DETAIL 4, Place 4 layer (After PUNTING DETAIL settlement) of shredded 9. Scarify bottom of • ii hardwood bark mulch or planting hole. • i! os specified otherwise. g) { r I �C as i. -4, / .. . * 4 0 Sytnbo' •, ;i ! ' • Name Scientific Name Spacing SW Quantity v -✓ • !NV ti , O ` e Trees 1 — J O / • AC Au.! i; Men Mepis Acer stlreemsn6'Jefersred' 17 A20 Container 6 W -2 ,'" a `G� . PA • • 1 , Spruce Picea able& 15' 6' 88 14 b O f s PG = 4�II Its Spruce Picea abate dentate 15' 6' 8S 15 w ... r • \/ �` q _PO -- _ _ Aspec! P�ulua_grenGdentste_ 1z 4 Contaner 10 I ♦ ' - �•;- . u —_ — Totst Trees ..45 — O ► m y :•k.:,_ ,• C8 • , 0 Dogwood comas aeAeei - 6' — - 110 Cont6lnsr 25 '• JO 0 4 I \ . •' y - o NV ", • Viburnum Viburnum NMapo 6' 1110 Container 24 s N ' leI. .:: , :e . . mr 4 Total Slavbs 4e • 0 ®II 1.0t /• : " 1 4 O i. i i. NOTE ��,r V to �� .;1.2. ..\ N .0.. • . 4 0 t!0" t0 1. A/ICE 4 ov SHREDDED BARK MULCN 't `� �• ' . ' mom THE TREES MIO SHNBS. • t" �' • ieirt -. N r' . ' a : � V I if ,; ° ' .f.' 2 - Tttifir ! a Ip = _ ✓ t t: V . ; r, % ANN{ / in 1 N° �. r ,�' � "t fi. 1: i , v ii .s. (IN. ) i ex an A v : I r I �. in .. N.- N,. • - , •• )., N.: •- • Nc..,7 . til ' • . 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' 1 .. • , ,. ‘ s • \ . . • . . • t . •v,,...1 .,......, '-. . _,, -. tri N - \ ' ' ' • ... .. .2' .` , . .•• f ,,, -. • / , a .., , , t , , g • 0 1 44 • • : i : , ; , x . •••:. , , : , • . -• „ODE ■.„ ...,•% '■ , p s . , \ 1 . ,,, ,i ..) : • , / '' .„ \ : !,....• S ' :,,,," . v e _ ••••• '',.. ds ‘ . : .: ) 1 : ,..• • I WNW MOOT THAT 1145 MAK EFEHHOOTTH OFF WOO WETLY OTSEGO, MINNESOTA EAST WASTEWATER TREATIAENT FACILI1Y PHASE 3 i ll Benestroo Anderilk & SL Paul Office 233S West Highway 36 St. Paul, MN 5S113 wet P110011111 IN I. WI HAMM Mr ON= W•MMA Ala UHT I AM A DULY UCEITIED MIOFETHOWL DOWER 1114113t THE LAMS Of THE ETAIE OF 1111MESOTA. fIWF WAIL MiLELELSAToTT 0010110 HEN 1 • Assadates Phone: 651-536-4600 APPROVED TIIF 0 - -,P. 1 ANDS CAPING & SFEDING PLAN Fax: 651-636-1311 1110110010 DATE 12-10-0 CA • . eilaers a MAMMA . .. ... ... ...... ITEM 5_8 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2006-73 RESOLUTION ORDERING HEARING ON PROPOSED ASSESSMENT FOR QUADAY AVENUE BETWEEN 78 STREET AND COUNTY ROAD 37 IN THE CITY OF OTSEGO WHEREAS, by resolution passed by the City of Otsego City Council on September 11, 2006, the City Clerk and the City Engineer were directed to prepare a proposed assessment of the cost of improving portions of Quaday Avenue between 78 Street and County Road 37; and WHEREAS, the City Clerk has notified the City Council that such proposed assessment has been completed and filed her office for public inspection. NOW, THEREFORE, the City Council of the City of Otsego, Wright County, Minnesota, hereby orders: 1. A hearing shall be held on the 30 day of October, 2006 in Otsego City Hall at 6:30 p.m. to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing, and shall state in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such 1 property, with interest accrued to the date of payment, to the City of Otsego, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. The property owner may at any time thereafter, pay to the county auditor the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the succeeding year. Motion for adoption of resolution by , seconded by at the meeting of the Otsego City Council on the 25th day of September, 2006. IN FAVOR: OPPOSED: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk 2 I - TENI 5_5 PAY ESTIMATE NO.6 CITY OF OTSEGO Waterfront East Street and Utility Construction Project 04 -08 September 25, 2006 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: WATERFRONT EAST, COP 04-08 Pay Estimate No. 6 Contractor: Veit & Companies, Inc. Original Contract Amount: $ 1,650,674.80 Revised By Change Orders Contract Amount: $ 1,887,727.80 Award Date: May 11, 2005 Substantial Completion Date: December 15, 2005 Dear Honorable Mayor and Council Members: • The following work has been completed on the above referenced project ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Bid Schedule "A"- Street Construction Quantity Completed this Pay Item 4 Description Estimated Quantity Unit Price Extension peed Extension 1 Mobilization 1 LS 545,000.00 845,000.00 1.00 845,000.00 2 Remove Existing 24" 8 27" RCP 225 LF $11.00 52,475.00 150 $1,650.00 3 Remove Existing 15" RCP 65 LF $11.00 5715.00 65 $715.00 4 Remove Existing Curb Inlet Structure 2 EACH 585.00 5170.00 2 $170.00 5 Remove Existing Curb & Gutter 860 LF $1.20 81,032.00 520 $624.00 6 Remove Existing Concrete Median 350 SY 81.50 $525.00 . 300 5450.00 7 Remove Bituminous Pavement 3,920 SY $2.00 57,840.00 3,920 57,840.00 8 Sawing Bit Pavement (Full Depth) 250 LF 53.25 5812.50 - 250 5812.50 • 9 Salvage & Reinstall Sign 4 EACH 5110.00 5440.00 4 5440.00 10 Granular Fill 12,000 CY 51.50 518,000.00 12,000 518,000.00 11 Topsoil Stripping (P) 1,000 CY 51.50 $1,500.00 1,000 81,500.00 12 Class 5 Aggregate Base (7") 5,033 TON 811.00 $55,363.00 • 4,984 554,824.00 13 Mill Bituminous Surface 30 SY 517.50 8525.00 0 50.00 14 Type LV 4 Wearing Course Mixture (8) 1,405 TON $32.90 $46,224.50 1.141 $37,538.90 15 Type LV 3 Non - Wearing Course Mixture (B)(2.5 ") 1,273 TON $30.80 539,208.40 1,504 546,322.58 16 Bituminous Material For Tack Coat 450 GAL $1.80 5810.00 75 8135.00 17 Adjust Valve Box 22 EACH $350.00 57,700.00 6 52.100.00 18 Adjust Frame & Ring Casting 8 EACH 5600.00 84,800.00 8 54,800.00 . 19 Concrete Curb & Gutter Design B618 2,708 LF 88.00 821,664.00 2.805 522,440.00 20 Traffic Control 1 LS 55,000.00 $5,000.00 1.00 85,000.00 21 Sign Panels. Type C 65 SF 524.50 51,592.50 65 51,592.50, 22 Pavement Arrow - Epoxy 6 EACH 5125.00 5750.00 0 $0.00 23 Pavement Message ('ONLY") - Epoxy 6 EACH $175.00 $1,050.00 0 50.00 24 4" Solid Line White - Epoxy 800 LF 80.60 8480.00 0 80.00 25 4" Broken Skip Line White - Epoxy 240 LF 80.60 8144.00 0 80.00 -26 24" Stop Line White - Epoxy 60 LF 86.50 $390.00 0 80.00 27 4" Solid Line Yellow - Epoxy 3,504 LF 50.60 82,102.40 0 $0.00 28 24" Solid Line Yellow - Epoxy 576 LF 52.50 81,440.00 0 $0.00 29 Biolog Erosion Check 200 LF 86.80 $1,360.00 0 $0.00 30 Silt Fence, Type Machine Sliced 4,000 LF 51.60 86,400.00 3,000 $4,800.00 Total Bid Schedule "A" 8275,513.30 $256,754.48 OTU3PAY ESTIMATE NO 6 PE -1 PAY ESTIMATE NO.6 CITY OF OTSEGO Waterfront East Street and Utility Construction Project 04 -08 ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Bid Schedule "B" • Watermain Quantity • Completed this Pay Item 8 Description Estimated Quantity Unit Price Extension period Extension 31 Connect to Existing Watermain 2 LS 5750.00 51,500.00 2 51,500.00, 32 12" Ductile Iron Pipe CI 52 1940 LF 552.00 5100,880.00 1,914 599,528.00 33 8" Ductile Iron Pipe CI 52 525 LF 542.00 522,050.00 1,095 $45,990.00 34 6" Ductile Iron Pipe CI 52 80 LF 527.00 52,160.00 279 57,533.00 35 1 -1/2" Copper Service Pipe 60 LF 530.00 $1,800.00 50 51,500.00 36 1 -112" Service Tap and Curb Stop 1 EACH 5750.00 $750.00 1 5750.00 37 Ductile Iron Fittings 3000 LB 54.00 512,000.00 3,000 512,000.00 38 12" DIP Cut-in Sleeve 2 EACH 5450.00 5900.00 2 5900.00 39 12" Butterfly Valve and Box 8 • EACH 51,450.00 511,600.00 11 515,950.00 40 8' Gate Valve and Box 3 EACH 51,050.00 53,150.00 3 53,150.00 41 6" Gate Valve and Box 10 EACH 5800.00 58,000.00 13 510,400.00 42 Hydrant 8 EACH 52,225.00 517,600.00, 9 520,025.00 43 Hydrant Extension 8 LF 5450.00 53,600.00 0 50.00 44 Salvage and Reinstall 12" Plug 1 EACH 5300.00 5300.00 1 , 5300.00 45 2' Insulation 1000 SF 51.25 51,250.00 1,000 51,250.00 I 12" DIP CL 52, Fastite Jt., Installed by Jacking and Boring of 20" Steel 46 Casing 450 LF _ 5240.00 5108,000.00 450 $108,000.00, Total Bid Schedule "B" $295,740.00 $328,776.00 ` F T ACCUMULATED • TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Bid Schedule "C" • Sanitary Sewer Quantity Completed • this Pay Item 8 Description Estimated Quantity Unit Price Extension period Extension 56 8' PVC SDR 35 8 -10' Deep 335 LF 516.00 55,360.00 339 $5,424.00 57 8" PVC SDR 35 10 -12' Deep 270 LF 525.00 $6,750.00 684 516,600.00 58 8" PVC SDR 3512.14' Deep • 350 LF 530.00 510,500.00 80 52,400.00 59 8' PVC SDR 3514 -16' Deep 340 LF $32.00 510,880.00 100 53,200.00 60 8' PVC SDR 3516 -18' Deep 430 LF 543.00 518,490.00 303 513,029.00 61 10' DIP CL 52, Fastite Jt., 16-18' Deep 34 LF 5110.00 53,740.00 65 57,150.00, '62 ` 6" PVC SDR 35 Service Lateral 250 LF 519.00 54,750.00 256 54,864.00 63 Standard Sanitary Sewer Manhole 0-8' Deep 9 EA 52,800.00 525,200.00 7 519,600.00 '64 Manhole Overdepth 50 VF 5185.00 $9,250.00 22 54,070.00 65 Remove Existing Manhole & Connect to Existing Sanitary Sewer 1 EA 5850.00 5850.00 1 5850.00 66 6" PVC Riser Pipe 30 VF 520.00 5600.00 36 5720.00 67 8"x 6" PVC Wye 6 EA 575.00 8450.00 6 $450.00 68 6" Plug 6 EA 510.00 560.00 6 580.00 69 Package Sanitary Uft Station 1 LS 525,000.00 525,000.00 1 $25,000.00 70 3' PVC SDR 21 Force Main I 565 LF 510.00 55,650.00 560 55,600.00 71 Televise Sanitary Sewer 1725 LF 50.50 5862.50 1,551 5775.50 Total Bid Schedule "C" 5128,392.50 5109,792.50 • :. 0TSEIPAY ESTIMATE NO. a PE-2 PAY ESTIMATE NO.6 CITY OF OTSEGO Waterfront East Street and Utility Construction Project 04-08 ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Bid Schedule "D" • Storm Sewer, Detention Pond and South Ditch _ Quantity Completed this Pay Item 8 Description Estimated Quantity Unit Price Extension period Extension 72 12' X 6 Concrete Box Culvert- Straight Section, Class 2(3' -8' cover) 600 LF 5525.00 5315.000.00 600 5315.000.00 73 12' X 6' Concrete Box Culvert-Curved Section, Class 2(3' -8' cover) 198 LF 5525.00 5103950.00 198 5103,950.00 74 TX 5' Concrete Box Culvert-Straight Section, Class 2(3' -8' cover) 36 LF 5320.00 511,520.00 36 511,520.00 75 27'12CP Class III 268 LF 54390 511,524.00 122 55,246.00 • 76 18'RCP Class III 160 LF 530.00 54,800.00 297 58,910.00, • 77 15 Class lit 130 LF 528.00 53,640.00 245 $6,860.00 78 2r FES wlTrash Guard 3 EACH 5950.00 52,850.00 2 51,900.00 79 18' FES wrTrash Guard 2 EACH 5650.00 51,300.00 2 51,300.00 80 15' FES w /Trash Guard 1 EACH $600.00 5600.00 1 5600.00 81 48" Skimmer Outlet Structure 1 EACH 52,100.00 52,100.00 1 52,100.00 82 48' Catch Basin Manhole 5 EACH 51950.00 57,750.00 8 • $12,400.00 83 60' Catch Basin Manhole 1 EACH 52900.00 52.000.00 1 52,000.00 84 12k6' Box Culvert Cast -in -place Concrete Headwall 1 EACH 530,000.00 530,000.00 1 , 530,000.00 85 7'x5' Box Culvert Cast4n -place Concrete Headwall 2 EACH 520,000.00 540,000.00 2 540,000.00 86 Random RipRap Class III 40 CY $100.00 54,000.00 40 54,000.00 87 Random RipRap Class V 670 CY 5100.00 567,000.00 740 574,000.00 88 Gravel Fitter Bed Under Rip Rap 350 CY 555.00 519,250.00 40 52,200.00 89 Filter Fabric Under Gravel Filter Bed 1000 SY 51.00 $1,000.00 1,000 51,000.00 90 Common Excavation- Detention Pond & Ditch 200,800 CY 50.55 5110,440.00 200,800 , 5110,440.00 91 Topsoil Stripping (P) 39,500 CY 52.35 592,825.00 39,500 592,825.00 92 Waste Topsoil Replacement Fill 76,500 CY ' 50.01 5765.00 76,500 5765.00 93 SeedingMixture -60B 2,550 IBS 52.10 55,355.00 2,634 55,531.40 .94 Commercial Fertilizer, 10 -10 -10 8,500 LBS 50.45 53,825.00 2,770 51,246.50 .95 Erosio Con trol Blanket - Category 2- Straw 15 63,000 SY 51.00 ' 563,000.00 35,235 535,235.00 t Erosion Control Blanket - Category 5- Coconut 96 2S 1,200 SY 52.10 52,520.00 • 0 50.00 97 Mulch Material -Type 1 34.0 TON 5120.00 $4,080.00 0 50.00 98 Seeding - Type Lawn Restoration 17 _ ACRE _ 5105.00 51,785.00 4 5420.00 Total Bid Schedule "D" 5912.879.00 5869,448.90 • PE -3 GTIMPAY ESTIMATE Mo. 6 PAY ESTIMATE NO.6 CITY OF OTSEGO Waterfront East Street and Utility Construction Project 04-08 ACCUMULATED Alternate Bid Schedule "E" • Watermain -(DELETED BY CHANGE ORDER TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE NO.1) - Quantity Completed this Pay Item 4 Description Estimated Quantity Unit Price Extension period Extension 99 12" Ductile Iron Pipe CI 52 0 LF 525.00 $0.00 0 50.00 100 6" Ductile Iron Pipe CI 52 0 LF 820.00 50.00 0 $0.00 101 Ductile Iron Fittings 0 LB 54.50 $0.00 0 50.00 102 12" Butterfly Valve and Box 0 EACH 51,250.00 50.00 0 50.00 103 6" Gate Vale and Box 0 EACH 5800.00 50.00 0 50.00 104 Hydrant 0 EACH 52,225.00 50.00 0 50.00 105 Hydrant Extension 0 LF $450.00 50.00 0 50.00 106 2" Insulation 0 SF $1.25 50.00. 0 50.00 Total Alternate Bid Schedule "E" $0.00 50.00 ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Alternate Bid Schedule "F" - Sanitary Sewer-(DELETED BY CHANGE ORDER NO. 1) • Quantity Completed • this Pay Item It Description Estimated Quantity Unit Price • Extension period Extension 107 8" PVC SDR 3514 -16' Deep 0 LF 520.00 50.00 0 50.00 108 8" PVC SDR 3516 -18' Deep 0 LF 521.00 50.00 0 50.00 109 6" PVC SDR 35 Service Lateral 0 LF $16.50 50.00 0 50.00 ;110 Standard Sanitary Sewer Manhole 0-8' Deep 0 EA 52,850.00 50.00 0 50.00 111 Manhole Overdepth 0 VF $185.00 $0.00 0 50.00 112 6" PVC Riser Pipe 0 VF 520.00 $0.00 0 50.00 113 6' Plug 0 EA 810.00 50.00 0 50.00 114 - Televise Sanitary Sewer 0 LF 50.50 50.00 0 50.00 Total Alternate Bid Schedule "F" 50.00 50.00 • • TOTAL CONTRACT AMOUNTS ACCUMULATED QUANTITIES TO DATE Chanae Order No. 1 - Completed this Pay Item 0 Description Estimated Quantity Unit Price Extension period Extension 115 Mobilization 1 LS 82,500.00 82,500.00 1 52,500.00 116 Class 5 Aggregate Base (7") 210 TON 512.50 52,625.00 0 $0.00 117 Type LV 4 Wearing Course Mixture (B) 71 TON $37.00 52,627.00 71 50.00 '118 Type LV 3 Non Wearing Course Mixture (B)(2.5") 88 TON 535.00 53,080.00 88 50.00 119 Bituminous Material For Tack Coat 23 GAL 52.00 $46.00 0 50.00 120 Concrete Curb and Gutter, Design B618 390 LF $9.00 83,510.00 400 50.00 121 Concrete Drive Apron 1296 SF 53.75 $4,860.00 60 50.00 122 24" RCP 146 LF 540.00 55.840.00 146 $5,840.00 123 24" RCP FES w/ Rip Rap 1 EA 51,300.00 81,300.00 1 51,300.00 124 48" CBMH 3 EA 52,012.00 $6,036.00 3 58,036.00 125 30" RCP 260 LF $52.00 $13,520.00 260 513,520.00 126 42" RCP 194 LF 590.00 817,460.00 194 517,460.00 127 42" RCP FES w/ Rip Rap 1 EA 82,700.00 52,700.00 1 52,700.00 128 60" CBMH 2 EA _ 52.800.00 85.600.00 2 55,600.00 oTUWAY ESTIMATE NO • PE-4 PAY ESTIMATE NO.6 CITY OF OTSEGO Waterfront East Street and Utility Construction Project 04-08 TOTAL CONTRACT AMOUNTS ACCUMULATED QUANTITIES TO DATE Chanae Order No. 1 - Continued Completed this Pay Item X Description Estimated Quantity Unit Price Extension period Extension 129 72" CBMH 3 EA $3,175.00 59,525.00 3 59,525.00 ' 130 12" DIP Water 228 LF 842.00 59,576.00 228 59,576.00 • 131 6" DIP Water 107 LF $27.00 $2,889.00 107 52,889.00 132 Water Fittings 1 LS $6,500.00 56,500.00 1 56,500.00 133 Connect to Water Main 2 EA $625.00 $1,250.00 2 51,250.00 134 8" SOR 35 Sewer Pipe 59 LF 523.00 51,357.00 59 51,357.00 135 Sanitary MH 1 EA $2,300.00 52,300.00 1 52,300.00 136 Connect to Sanitary 1 EA 5915.00 5915.00 1 5915.00 137 Dewatering 848 LF $19.50 516,536.00 0 50.00 138 6" SCH 80 Pipe Conduits for SmaU Utilities 700 LF 510.50 57,350.00 700 $7,350.00 139 Adjust Paved Shoulder Width 1 LS 52.715.00 52,715.00 1 52,715.00 140 Remove and Replace Curb and Gutter for Pedestrian Ramps 1 LS 52,313.00 52,313.00 1 52,313.00 141 16" DIP Storm Pipe 100 LF $43.56 54,356.00 100 54,356.00 142 Core Drill Box Culvert for 16" DIP Connection 1 LS 5611.00 $611.00 1 5611.00 143 Clear and Grub For South Ditch 1 LS 55,335.00 55,335.00 1 55,335.00 144 Repair 12" RCP Damaged by Small Utilities 1 LS 51,130.00 51,130.00 1 51,130.00 145 6" Conduit for Sprinkler Line Under Nathe's Driveway 1 LS 51,460.00 81,460.00 1 51,460.00 146 Connect 6" Sewer Service to Lift Station 1 LS 51,150.00 51,150.00 1 51,150.00 ') T otal Change Order No. 1 5148,972.00 5115,688.00 TOTAL CONTRACT AMOUNTS ACCUMULATED QUANTITIES TO DATE Change Order No. 2 - Building 13 - Completed this Pay Item 8 Description Estimated Quantity Unit Price Extension period • Extension 147 Mobilization 1 LS $1,500.00 51,500.00 1 51,500.00 148 Prep Work 516 SY 56.00 53.096.00 420.9 52,525.40 149 Concrete Sidewalk (4") 458 SY 546.00 521,088.00 343.3 515,791.80 • 150 Color Stamped Concrete Sidewalk (4") 58 SY 5173.00 $10,034.00 58.0 510,034.00 151 Color Stamped Concrete Pedestrian Ramp 3 EA 51,500.00 54,500.00 3 54,500.00 152 Block Retaining Wall (0.5' Bury) 818 SF • 527.00 522,086.00 669.6 518,079.20 153 Wrought Iron Railing 381 LF 555.00 520,955.00 200 511,000.00 Total Change Order No. 2 - Building B 583,239.00 563,430.40 k . ,. orumAr esnwre No. s PE -5 PAY ESTIMATE NO.6 CITY OF OTSEGO . Waterfront East Street and Utility Construction Project 04 -08 ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Change Order No. 2 - Building E Completed this Pay Item # Description Estimated Quantity Unit Price Extension porgy Extension 154 Mobilization 1 LS $1,500.00 $1,500.00 1 $1,500.00 155 Prep Work 335 SY $6.00 $2,010.00 335 $2,010.00 156 Concrete Sidewalk (4") 320 SY $46.00 814,720.00 320.0 $14,720.00 157 Color Stamped Concrete Sidewalk (4 ") 15 SY 5173.00 52,595.00 15.0 52,595.00 158 Color Stamped Concrete Pedestrian Ramp 1 EA $1,500.00 $1,500.00 1 $1,500.00 159 Block Retaining Wall (0.5' Bury) 271 SF $27.00 $7,317.00 271.0 57,317.00 160 Adjust Street Light Foundation 2 EA $900.00 51,800.00 2 $1.800.00 161 Wrought Iron Railing 210 LF $55.00 811,550.00 158 $8,690.00 • Total Change Order No. 2 • Building E $42.992.00 $40.132.00 Total Base Contract A-O $1,612.524.80 $0.00 Total Alternate E•F $148,972.00 dotal Change Order No. 1 Total Change Order No. 2 8126.231.00 $1,887,727.80 Total Contract Amount . TOTAL USED TO DATE $1.784,022.28 LESS RETAINAGE 5% 589,201.11 LESS PREVIOUS PAYMENTS $1,596,436.89 $1596,436.89 Pay Estimate No.1 5159,310.45 Pay Estimate No.2 5690,115.90 Pay Estimate No.3 5606,007.38 Pay Estimate No.4 594,977.48 Pay Estimate No.5 $46,025.68 WE RECOMMEND PARTIAL PAYMENT OF: $96,38426 • APPROVALS: CONTRACTOR: Veit and Company, Inc. 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: W - recommend payment for work and quantifies as shown. HAKANSON AND RSON ASS •/ TE . I . Signed.. "" — / Title: •••■ _ � ! "tom Date: OWNER: CITY OF OTSEGO Signed: Tide: Date: onzrAv ESTIMATE NO. s PE-6 -- -.." - • v PAY ESTIMATE # 4 OWNER CITY OF OTSEGO Trunk Watermain and Forcemain along TH 101, CSAH No. 42 and CSAH No. 37 Project 06 -04 September 21, 2006 Honorable Mayor 8 City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Trunk Waterrnain and Forcemain along Th 101, CSAH No. 42 and CSAH No. 37, Project 06-04 Contractor. Hennen Construction Company Contract Amount: 31,008,725.00 Award Date: April 11.2006 Completion Date: October 15, 2006 Dear Honorable Mayor and Council Members: The following work has been completed on the above - referenced project by Hennen Construction Company. Bid Schedule "A" - Site Work ITEM ESTIMATED CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 Mobilization 1 LS 33,000.00 S 3,000.00 1.0 S 3,000.00 2 Frontage Road Excavation and Loose Stockpile 48,500 CY $1.62 $ 78,570.00 48,500 $ 78,570.00 3 Frontage Road - Strip Topsoil and Loose Stockpile 8,000 CY 31.00 S 8,000.00 8,000 $ 8,000.00 4 Preliminary Rough Grading For Utility Route 14,000 CY 31.60 $ 22,400.00 14,000 $ 22,400.00 Extra Topsoil Stripping and Replacement for 5 Preliminary Grading Area 1,000 CY 32.75 $ 2,750.00 100 $ 275.00 6 Extra Turf Establishment for Preliminary Grading Area 1 ACRE $1,500.00 $ 1,500.00 1 $ 1,500.00 7 Clearing and Grubbing 3.0 ACRE 33,500.00 $ 10,500.00 1 $ 3,500.00 8 30" CMP FES 2 EA 3350.00 $ 700.00 2 $ 700.00 9 30" CMP 140 LF 342.00 5 5,880.00 144 $ 6,048.00 10 Riprap 10 CY 3105.00 $ 1,050.00 10 $ 1,050.00 11 Remove Bituminous Pavement 570 SY 35.00 $ 2,850.00 775 $ 3,875.00 12 Saw Cut Full Depth 400 LF 33.00 S 1,200.00 $ - 13 Class 5 Gravel Pavement Repair 200 TON 312.50 $ 2,500.00 275 $ 3,437.50 14 Bituminous Pavement Repair 250 TON 352.50 $ 13,125.00 5 - 15 Remove Concrete Curb and Gutter 200 LF 38.00 $ 1,600.00 407 $ 3,256.00 16 Sift Fence 1,500 LF 31.35 $ 2,025.00 1,530 5 2,065.50 17 Traffic Control 1 LS 32,500.00 $ 2,500.00 1 $ 2,500.00 18 Extend Storm Sewer CSAH 937 1 LS 33,743.00 $ 3,743.00 1 $ 3,743.00 19 Erosion Control Blanket 1,670 SY 33.00 $ 5,010.00. 1,670 $ 5,010.00 20 Install Concrete Curb and Gutter 164 LF 325.00 S 4,100.00 202 5 5,050.00 Total Bid Schedule "A" $ 173,003.00 . 5 153,980.00 • Bid Schedule "B" - Watermain ITEM ESTIMATED CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 6" Ductile Iron Pipe - CL52 12 LF $45.00 S 540.00 7 $ 315.00 2 10" Ductile Iron Pipe - CL52 20 LF 345.00 3 900.00 20 $ 900.00 3 12" Ductile Iran Pipe - CL52 20 LF 345.00 $ 900.00 20 $ 900.00 4 16" Ductile Iron Pipe - CL52 4,400 LF $45.00 $ 198,000.00 4,400 $ 198,000.00 5 6" Gate Valve with Box 2 EA 5900.00 $ 1,800.00 2 $ 1,800.00 6 10" Gate Valve with Box 1 EA 31,500.00 $ 1,500.00 1 $ 1,500.00 7 16" Butterfly Valve with Box 10 EA 32,200.00 $ 22,000.00 10 $ 22,000.00 8 Sheet Insulation 2" 2,100 SF 32.00 $ 4,200.00 2,100 $ 4,200.00 9 Hydrant 2 EA 32,100.00 5 4,200.00 2 $ 4,200.00 10 Ductile iron Fittings (AMA C -153) 4,650 LBS 34.50 $ 20,925.00 4,650 $ 20.925.00 Type 1- Connect to Existing Watermain (Typical End 11 to End) 5 EA $50.00 $ 250.00 5 $ 250.00 Type 11- Connect to Existing Watermain (Cut Existing 2 EA 12 Watermain and Insert Tee) 32,000.00 $ 4,000.00 2 $ 4,000.00 Type 111- Connection - Critical Nighttime Connection 1 EA 13 to Watermain 35,000.00 $ 5,000.00 1 5 5,000.00 Total Bid Schedule "B" S 264,215.00 $ 263,990.00 * Field Change S: MuniciparAOTSEGO16261SPEC1OT626PE PE - 00300 PAY ESTIMATE # 4 OWNER CITY OF OTSEGO Trunk Watermain and Forcemain along TH 101, CSAH No. 42 and CSAH No. 37 Project 06 -04 Bid Schedule "C" - Forcemaln ITEM ESTIMATED CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 8" Forcemain Pipe (PVC C -900 or DIP CL 50) 60 LF 325.00 $ 1,500.00 60 $ 1,500.00 2 12" Forcemain Pipe (PVC C -900 or DIP CL 50) 7,580 LF 330.00 $ 227,400.00 7,570 $ 227,100.00 3 16" Forcemain Pipe (PVC C -905 or DIP CL 50) 7,580 LF $37.00 $ 280,460.00 7570 $ 280,090.00 4 8" Gate Valve with Box 2 EA 31,200.00 $ 2,400.00 4 $ 4,800.00 5 12" Gate Valve with Box 4 EA 31,700.00 $ 6,800.00 6 $ 10,200.00 6 16" Gate Valve with BOx 3 EA 34,700.00 $ 14,100.00 5 $ 23,500.00 7 84" Diameter Cleanout Manhole (0' -8' depth) 1 EA 316.500.00 $ 16,500.00 $ - 8 Extra Depth (84" Diameter Manhole) 3 VF $350.00 $ 1,050.00 $ - 9 Ductile Iron Fittings (AWWAC -153) 4500 LBS $5.50 $ 23,650.00 5,433 $ 29581.50 Type 1- Connect to Existing Forcemain (Typical End 8 E 10 to End) 31,000.00 $ 8,000.00 8 $ 8,000.00 Type 11- Connect to Existing Forcemain (Cut Existing 1 EA 11 Pipe and Insert Tee) 32,500.00 $ 2,500.00 1 $ 2,500.00 1 EA 12 Cleanout Valves M Lieu of Cleanout Manhole $9,670.00 $ , 9,670.00 1 $ 9,670.00 * Field Change , Total BId Schedule "C" $ 594,030.00 $ 597,241.50 SUMMARY OF BIDDING Bid Schedule "A" - Site Work $ 173,003.00 $ 153,980.00 BId Schedule "8" - Watemhain $ 264,215.00 $ 263,990.00 Bid Schedule "C" - Forcemain $ 594,030.00 $ 597,241.50 TOTAL $ 1,031,248.00 $ 1.015.211.50 Total Work Completed to Date $ 1,015.211.50 LESS 5% RETAINAGE: $ 50,760'58 LESS PAY ESTIMATE NO. 1 $ 463,375.41 LESS PAY ESTIMATE NO. 2 $ 205,697.57 LESS PAY ESTIMATE NO. 3 $ 190,000.00 WE RECOMMEND PAYMENT OF: $ 105,374.95 APPROVALS: • CONTRACTOR: HENNEN CONSTRUCTION COMPANY Certlflcation by Contractor I certify that all Items and amounts are correct for the work completed to date. Signed: • C,,,.... ``�' Title: Prt C' ..4.4...-at Date C 4 / — rrG ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by Engineer We recommend payment for work and quantities as shown. Signed _ _..5 �--a / - gy p ` - - 7 : `___ TIUa ate / "/d 6 • OWNER: CITY OF OTSEGO Signed: Title: Date S: WlunicipaMOTSEGO16261SPECWT626PE PE - 2 00300 ITEM 6_1 Memo To: City Council From: Brad Belair Date: 9/20/06 Re: Prairie Park Irrigation I have attached a quote to install irrigation at Prairie Park. DDI has installed the irrigation at the ball fields and City Hall and has done an excellent job. I will be at the Council meting on Monday to discuss the Prairie Park improvements. .„, BID ANDE[') S -.N Date: July 24, 2006 ;GAT iON INC. And ersonirrigation®hotmail.com Bid For: `` vim -`� '"� Prairie Park 8833 194 o Elk River, MN 55330 Otsego, MN (763)-441-2904 o Fax (763 )-24I -6806 • Anderson Irrigation is to install the complete irrigation system at the proposed site. The installation of the irrigation system will meet all requirements as stated in the irrigation specs provided. This bid includes all parts and labor necessary to complete the irrigation system as specified, to tap into existing 4" water main. Total Bid $56,925.71 Add to bid $11,676.18 for Rain Trains. Price reflects cost to install at same time as irrigation. Any unknown underground obstruction (rock, concrete, metal, or foreign material) that would stop the uniform installation of mainline pipe or lateral feed lines is the responsibility of owner to remove from site. Any underground utilities not located by Gopher State One call are responsibility of owner. Any changes to irrigation plan will affect the bid price as stated. Bid price good for 30 days. Thank you, • ( k i44 0 .044,y Gregg S. Anderson President Anderson Irrigation Co, Inc. DISTINCTIVE DESIGN IRRIGATION, INC. PO Box 329 Zimmerman, MN 55398 (763) 389 -0307 Phone (763) 389 -0309 Fax Project: City of Otsego Attn: Mr. Brad Belair Prepared for: Brad Irrigation Estimate ( Revised 9- 20 -06) • 85 Rainbird 7005 Rotors 40 Misc. 5004 Rotors 57 1804 Sprays 8 Rainbird 1 1/2" Valves • 7 Rainbird 2" Valves As needed 4" PVC 856 3" PVC 378 2 1/2" PVC 882 2" PVC 2331 1 1/2" PVC Piercing One Year Warranty Quick couplers 3" Isolation Valves 4" Isolation Valves Total Cost - $ 32,451.70 Deduct - - - - - - - $ 1,000.00 Delete heads in parking lot addition Possible price adjustments - - - $ 500.00 to $ 2,000.00 PVC, poly pipe and wire are a commodity product. Their pricing right now is stable. If the City of Otsego were to go ahead with this project, Distinctive Design Irrigation, Inc. would request that these commodity items be paid in advance to ensure pricing. If the City of Otsego waits until next year to start this project and doesn't pay for the product in advance. The City of Otsego will assume the risk of a possible price increase. This estimate is good for 30 days Similar Projects: Prairie Park Otsego `02 completed approx.$ 28,000.00 Pinewood Elementary School Monticello `05 completed approx. $ 54,000.00 De La Salle High School Minneapolis `05 completed approx. $ 25,000.00 Westwood Elementary School Zimmerman `02 completed approx. $ 56,000.00 Bailey Garden Townhomes St. Michael work in progress approx. $ 150,000.00 Lincoln & Parker Elementary Elk River `06 contract awarded approx. $ 80,000.00 General Notes Note * Any electrical demands for the irrigation system will be.provided by General Contractor. Note * Winterization and Spring Start up is included in base price under one year warranty Note * Sleeving is to be installed by Distinctive Design Irrigation, Inc. If someone else other than Distinctive Design Irrigation, Inc. takes on the responsibility of installing the sleeving, and fails to complete the installation, that contractor will be charge for piercing at a cost of $ 15.00/1in. ft. Note * A one year warranty includes product defects ( for example - non rotating heads ) and workmanship ( for example - leaking pipes, rocks in the mainline ). A one year warranty does not include damaged heads, damaged mainline and heads that are out of adjustment. If there is such a problem, time and material will be billed to the responsible parties. Note * Bid price subject to change for irregular concealed contingencies such as rock and debris If you have any questions, please feel free to give me a call at (763) 389 -0307. ,�/' Prepared by: _ . ;x - • n Johnson ;I/ le D e • • • CITY OF OTSEGO Memo To: City Council From: Brad Belair • Date: 9/20/06 Re: Prairie Park drinking fountain I have researched several options to provide drinking water to Prairie Park and the most cost effective is to connect to the water system at City Hall and install underground plastic pipe to a location between the basketball court and the play ground. The estimated costs are: Plumbing connection $ 400 600ft. plastic pipe $950 Concrete slab $200 Drinking fountain $1500 Total $3050 The plumbing and pipe installation would be contracted and the public works department will install the concrete pad and the fountain. The fountain would be used seasonally and winterized by blow out in the fall. To install a cooler expect to add a cost of $1000 to the fountain and the cost to provide electricity from the pavilion li i :7\ 0 ] 1 []: g]: 1 1: 1 [N7 _11►E it POPULAR! MODEL CDFPBC SHOWN IN HANDICAP V ERTICAL UPRIGHT =—.. �. _ PERMASTONE DOVE GR' ACCESSIBLE CYLINDRICAL . w - DRINKING DRIN , 4 '','4,1.00,r-";::.7 , 1 4 DRINKING FOUNTAIN ►' h. FOUNTAIN with is worry -free near outdoor ` a beautiful exposed sports fields, hiking trails, etc aggregate finish Choose concrete color and tex- offers a great natur- ture you prefer. Comes in vari- x 1 .: : al look for any out ous model features. Optional , - door setting. This concrete child step can be pur ' , ,, '_ , model has plenty of chased so youngsters can get f knee clearance for up to drink from bubbler. Model . 6. persons in wheel- shown is #CDFPBC with a A 4 . j. chairs and an easy PermaStone aggregate fin- 4V ,,i`7370 y , , . front push button. ish,dove gray color, concrete .;" ,'. ' "�" ` 4 `�. Choose opt bowl and push button on the i MODEL CHFFBS SHOWN = features to best suit bubbler. t.' IN DURABRITE SAND TAN your needs, such as $' concrete or stainless ,K g steel bowl, side faucet, freeze proof valve , or tamper- resistant con � i 'a -Z = - , crete bubbler guard for your drinking fountain. Comes with drain tail ._._ .. .. _ piece and bubbler valve for attaching your plumbing connections to. Model Bowl Feature Weight Price Access panel provides ease of installation and heavy concrete con- CDFPBC Concrete Push Button Bubbler 210 lbs. $609.00 struction offers you peace of mind. CDF1BC Concrete 1 Side Button 210 lbs. $716.00 Pictured above is model #CHFFBS shown in DuraBrite finish, with CDF1BCF Concrete Push Button & Freeze 220 lbs. $1754.00 stainless steel bowl and optional side faucet. Proof valve CDFFBS Stainless Front Push Button 210 lbs. $800.00 Model Bowl Feature Weight Price CHFFBS Stainless Standard 400 lbs. $1213.00 CDFOSF Optional Side Faucet 10 lbs. $78.00 CHFFBC Concrete Standard 410 Ibs. $1062.00 CHFFBCT Concrete Tamper Guard 420 lbs. $1091.00 CDFOCS Optional Concrete Child Step is 6 1/2" 106 lbs. $1 - FBSF Stainless Freeze Proof 400 lbs. $2116.00 high x 14 1/2" wide x 20" long. Order 'BSTF Stainless Tamper Guard 410 lbs. $2140.00 in aggregate or color to match fountain. & Freeze Proof CDFOSF Optional Side Faucet 10 lbs. $78.00 Aggregate Textures Concrete Colors + F e ► ` ' PermaStone DuraBrite Lt. Sandblast Sand Tan Dove Gray Lite Brown Terra Cotta WALL MOUNTED '-'. 4,„,iiiimiihro ,_ %14.., _ 1 NEW! DUAL — HEIGHT -- c „..= CONCRETE DRINK— ING FOUNTAIN , = �x t. Meets ADA requirements for • persons in wheelchairs, as well as provides water access for adults and children simulta- WALL MOUNTED neously. Unit features easy push button operation. Both 1 This drinking fountain is made of strong reinforced concrete. (Shown bubblers and bowls are stain- " ? 1 with a Durabrite finish.) It comes with a chrome - plated brass push less steel. Select the concrete button and bubbler. Choose a bowl of stainless steel or concrete. color and aggregate texture of ' colors and textures available are featured on the opposite page. your choice when ordering. ;ures 9 "H x 14 "W. 120 lbs. CDHF2BS 610 lbs. $1487.00 ...IFS (Stainless bowl). $652.00 CWFC (Concrete bowl). $540.00 SHOWN IN LT. BROWN, LT. SANDBLAST 56 Prices and specifications subject to change without notice. '4 xa � V 431 teTE EMI MD Pida Azi r.,ifs gm .....t.......„..... T x. S t • • — ~` SHEE- — — I fir' f n e3:1,0.9 % i yt`_. 7 )1..\\ ,� , / / / 1 n ) '1_, ( Z> � – — ! – `�. �.,• -„! Imo : / i t _ .. 2 ' - -� b x /' t / iriCR GIJV�` - / ., li r l i fic ,.-, % -T-----\' ‘ 1 .4. r i { . 4:4$1 %4Z f i r& T . '''. . ) '---- / Ni - \ .V, .. :..1. 2 \-i ) - - ____ rill / / i i \ f 4 .. ,� la y \ 4,...........,. 11--- �9 f 1 ` , ' 1 r : �C ■ j \ 1 �{ ,/ \t j / \ \ - / : // \w i 916.E I 1 / i i • } �, / mow- i- � / ( • \ , �� \ t i CITY OF OTSEGO Memo To: City Council From: Brad Belair Date: 9/20/06 Re: Prairie Park parking lot Ron has made some cost saving design changes to the parking lot at Prairie Park for you to review. I have requested quotes for the class 5, bituminous paving, and concrete curb but have not received replies yet. I hope to bring them to the council meeting on Monday for discussion. ENGINEERS ESTIMATE FOR PRAIRIE PARK PARKING LOT EXPANSION WITH OUT ISLANDS Estimated Total Description Unit Quantity Unit Cost Estimated Total Cost 1 Mobilization LS 1 $ 7,000.00 $ 7,000.00 2 Common Excavation CY 1050 $ 4.00 $ 4,200.00 3 Salvage and Replace Tree EACH 8 $ 200.00 $ 1,600.00 4 Remove Concrete Curb and Gutter LF 146 $ 2.00 $ 292.00 5 Remove Bituminous Pedestrian Ramp EACH 3 $ 30.00 $ 90.00 6 Aggregate Base Class 5 (100% crushed) TON 1200 $ 12.00 $ 14,400.00 7 Sawing Bituminous Pavement (Full Depth) LF 90 $ 3.00 $ 270.00 8 Mill Bituminous Surface (2 ") SY 10 $ 30.00 $ 300.00 9 Type LV 4 Wearing Course Mixture (B) TON 300 $ 55.00 $ 16,500.00 10 Type LV 3 Non - Wearing Course Mixture (B) TON 400 $ 45.00 $ 18,000.00 11 Bituminous Material for Tack Coat GAL 170 $ 3.00 $ 510.00 12 Silt Fence, Type Machine Sliced LF 550 $ 2.00 $ 1,1 00.00 13 Concrete Spillway SY 5 $ 45.00 $ 225.00 14 RipRap CY 16 $ 100.00 $ 1,600.00 15 Concrete Sidewalk SF 1000 $ 10.00 $ 10,000.00 16 Concrete Pedestrain Ramp EACH 2 $ 450.00 $ 900.00 17 8612 Curb and Gutter LF 758 $ 9.50 $ 7,201.00 18 4" Solid Line White - Epoxy LF 1500 $ 0.50 $ 750.00 19 4" Solid Line Yellow - Epoxy LF 200 $ 0.50 $ 100.00 20 24" Solid Line Yellow - Epoxy LF 200 $ 6.00 $ 1,200.00 21 Pavement Messge - Epoxy EACH 4 $ 65.00 $ 260.00 SUB TOTAL $ 84,188.00 20% (CONTINGENCY, DESIGN FEES, CONTRACT ADMINISTRATION, CONSTRUCTION OBSERVATION, AND LEGAL) $ 16,837.60 TOTAL $ 101,025.60) PRAIRIE PARK PARKING LOT EXPANSION GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN. CITY OF OTSEGO, MINNESOTA AU. FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION Of THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE UMUTCD. INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 2004. CITY OF OTSEGO PROJECT 0616 SHEET INDEX • i y s- v...,...4_ ‘ 1 �. - i..i MISSISSIPPI RIVER THIS PLAN CONTANS 3 SHEETS 1 Title Sheet h . i 1 2 Details jjf 1 3 Grading k 7 / /4 ,'' ' O i��ii� I . Ill s , � I I 11 a I cy L 0 C K 2 ill I , ,--1. /7 , I\ �I PROJECT j i J t � ----- - • II _ _ LOCATION 'i 7� / c 7 Li . P ____�3TREET— _____— __..j1 PROD CT_ f SFr ; _ l V RFCOMNFND FOR APPROVAI �� 0 1 i - - - -- l -97TH STREEDr_ � 0 . A TP , __ i� _ ./ - WM E7 7. I • I : 1 ' mli i 1 t» RONALD J ER Poi, No. Date 1°+ l CITY ENr' - - -- l _- - Elmer lir _J__ i 1.___ L— ' N j • 25 m em VICINITY MA '� a no "°a c LOCATION MAP FG,E ,�, ENE N g A 12' - DATE REVISION t 111 i 00EA9O n oilw0R off NkVN W CU Mons SO RE 511@SIMFACE WORT oIOAYAIIRN M 1385 PUN IS mart 011A1111 LEVEL 'C, DIS WIRY WANT � Anderson 1' Ana wAT ecrtMwcO ro THE contuses Anderson +��r i a WR 111 0/ ASCE .38-01 ° - STANARO EOS COIIECINII AN FINITE O EPICIIOI OF IDDRRW ES Assoc.,Inc. a.e e•M....e ..e f.ee sw.... OTT tR OTSEGO Su6UFFACE 111R1IT ow ................. - 1 1 1 x WNW CORM. MWtSOTA 101 MI 113 SHEET 1 OF 3 SHEETS 01713 ........ aTlp 1'0'7'4, , � wLL PMY\ I 1 IU ISOYCTRQ ', 1 ILL. i I? ,,,,� ,.„ OwiLL KIOiC .R ( , 'K- rn MOM ILLN..1 , . nNa �.we "I /2"--jr-:— 'r'r - 1 - • 2" alltlirgilllinffil w• re °...'�. " „ r�... ° ma SECTION A -A .J ]. v. raw N. SW 1.11 runr PMLLLE\ r' 1 KM vl[. ROCK CONSTRUCTON E?I1RAN .AN.00 ERQSS.m } `LL" t SCE wile ra atrtn I KM 0120 ELCY11104 NAVA ' CONCRSTF SPIV WAY WITH RIPRAP ....n. - } ®errs ..w � ' • m1 - �"° .MM. MR KR ( W N LT PMYI[L ..IIP 'E min Sale. 6 =raw Nr.. wn ...e 'Cdr. . -.� •..r.rrru • r.. [?.yRrLL�w iTAIOARO PI Ali IKL p CTANOARD PI ATE NO tNEy ME yPTIMLL ROES]RIM SER:RYE .CttEE OE1.65 D iu .•r--- t. � . 501 Ny � r � SD5 w�a._^ sa: IN.] YlE Npr REaNED er cYMENt •a ROM 1110142 sma r rwamr woes P I no na • ae 4 PEDESTRIAN CURB RAMP OPTIO 7036E w.a..m. u x.] 1412 CURB A N11ER SEE DETAIL 400 The PAGE r VT e : : •,,' 131 ' S;• • .S . - II 11T4n T II II 1111= 11 1 11 11 11 11 11 1 11 1 II 11 11 1 11 11111111 �1111111�11 I II II 11 11 111 1 11 �.I 1i _ 1i 11 -11-11 '1 _ 11 �L 1= II II II - II - ' B61 CURB 'Y]•. e. TACK COAT , `� r 7 1.3' BITUMINOUS WEAR PER WOOT LV4 - _ BITUMINOUS NONWEAR PER MOT LV3 - - i ? 7 ' R' ' RD CLASS 5 AGGREGATE BASE (1001{ CRUSHED GRAVEL) ' n= GEOTEXTRE FABRIC F - 11 =11=11=r PREPARED SUBGRADE 13612 TIIMT CURB MED -DULY BITUMINOUS (PARKING) GATE REVISION I O.*o �Ory.I. .. p.. 4.01...... eve 9l7n�06 MD' NFYIFW CU/MANN Nli I ww v Hakonson Anderson Assoc., Inc. VW ' - - Engineer. and Wild SN-0.ya.. DETAILS 2 0 =7 -5880 FAx 7 \.r.. Km.r s ever jaws. B r, ,,, CIWI Nn 3401 � '' NCO SS 1- PRAIRIE PARK PARKING LOT EXPANSION 7763-427-0520 3 .:k. �q*. gm. - mmWmYtemOK .gVrn]- .a..., O.. IN. R. 1E02_ onu .ROwonsen- wwrsonse,, ON TBS GuAr ROAR CRY OF OTSEGO. MINNESOTA SKUS drill— • • • / � 1: '' ;' / / // , - !'�� =, iy (BY OTHERS) UGMT lr i / I q O, '$ ..... I. / 9 $O \•-J . / EW UGH ... ROCK CONSTRUCTION ENTRANCE . / O111E . ..:S . : . ";•;"/F . ' ' . 3' WIDE CONCRETE PW 9. " MOVE E %I Y OT ERS) • B C Y RIPRAP (CUSS 2) - 0 84 NORTH (BY OTHERS) . 3 /15) l I / / r ,� � - gip ; " 111 � 03v I • i / l / r REMOVE 1561f + j .I /' CURB AND GUTTER ! I 7j i ` 6q 1 . 1 3' WIDE CONC E ��y�� "E / // \ , . . l'''.1 8 CT RIPKA, (CUSS 2) / / I 1 I • / I-, ! } , ,.. 1 f , / • REMOVE BITU \ ` \ 4 . . CURB RAMP WNOUS REMOVE BITUMINOUS CURB RAMPS / \ 5 AND RE- STRIPE ACCESS AISLE / IN ALL NEW UONT 3 •5 rer �A / / (' OTHERS) I / 3 Al m o ,o a 3 �_ _ - - - Y' / �, i _ _ _ � ` 61 _... _ SCALE x FEET / ,.,i-..1.\-- . " -� - - STALL CONCRETE J CURB RAMP 1 LEGEND i � -• . DENOTES TROP06Ep SILT FENCE S - a 4 I I ` ..1 4t-Ye. X / / / ' , � / 1 A r . 1 .4 5 '. C. q R. INSTALL CONCRETE 3 / / '�� Yj�j., i' CURB RAMP y RENO= PROPOSED CUTTER lNl[ ELEVATOR \4t - — DENOTES DRAINAGE DIRECTION 1..- -X = ODORS REMOVE AND ROYACE TREE . KNOWS ROCK mamma, ENTRANCE • DDTDTES TIlOM CURB DATE REVISION I ANA., uR, WA Ws M NNNG9.IN.,. WM& - • B /7O /o6 CITY RPVIPw cCMTffNTS T.rt> p m.. x rx 017 R.nl Hakanson Anderson ASSOC., Inc. GRADING AND DRAINAGE P Wows Z W s e D. PUN cii WET >R SINE CIvR Engln..r. and Land Surveyor. 3 /n/D6 3 601 %Ad•, N.., Anoka. M:newla 55303 PRAIRIE PARK PARKING LOT EXPANSION , '.- xmA�unilwAnNW�u.n, -e. 6n 9RRR RE A9 763 -427 -5860 PAX 76}427 -0520 ... TN T• Uc N.. � L RJR OT713 ..N.Aa,m.oN- onax,m.com OM TII c RBAT ROAD CITY Of OTSEGO, MINNESOTA SN P , dHfS- I � / .11Y. mN.a i / ' j ■ • ®r . • / / 2 ! �: %• fi t., —. OnrERNEws) LIGHT 1 2" i / / / I 9� O 1� / L NEW OTHERS) MOVE EXISTING • UGH ROCK CONSTRUCTION ENTRANCE `0�� _ • • - 1 I / o S' WIDE CONCRETE FLUN ` •- - LIGHT e cY WRAP (CLASS / 2) , . `� 4 r ' - . � , `Q e. NORTH (Br OTHERS) • • \ y ` • • , / ' , ' ' •!, / 0 ,, ,"‘,..' 1 • • / /// / .,.1e.' / e� •7 III . 9 ` Al I.J f, • ' j: ' op 1 / / / / 3 , . ' / ' c9 REMOVE ISM! 1 i I , y ^ ! I / CURB AND GUTTER 1 1 ' 3 p ` e i 3' WIDE CONCRETE FL/ME \ ,� .� 0 I - li B CY RIPRAP (CUS2) ' / ` ., y I � I / , ,, i 9� 0p.� .phi ` R,:.�,:: ' l I !! 9! ""i RE�MBIUMINOUS t /. S REMOVE BITUMINOUS CURB RAMPS AND RC- STRIPE ACCESS AISLE 3.. .. i _ 1 = . i,, . N / IN' ALL NEW UONT � 41111 I a w -- - -- 1.1'i:• — z \— — — — — - J CURB R C ONCRETE - - I W../AE w rEET PI / fi,\ / S „ CURB RAM I .. '7477.= / / S'/ ^ 40.1 } 1 LEGEND • ; / / i - ' { 1 . T I' a " !"1 a `• '• : . 't -,, INSTALL CONt R R A�AIP eu.OS • Ru eENem PIIOPO![R SAT rtxtt . \ .h. � . x u,ES rROPOSCO cum' LIRE OnARON — • ODMIER DRAINAGE DIRECTION 1.—... • DENOTES KNOW AND REPLACE TREE E3. DENOm ROCK CONsoR11CNON ENTRANCE • 01710113 TROVE CURB DATE REVISION Mar sWr N H NN PAY, aa0RalM. VAIN* 4/711/06 CITY RTVR'W CLWNrNTS ••• Amoral y ^e ..r. ^'r R,N„ MI Ha kanson Anderson Assoc., Inc. OTT OF GRADING AND ' cyan n 6• A •r nw1 1 w . • my DRA INAGE PLAN ' " '�' w Prop*. IAN/ "' Imo MN nw Engineers and Lana Su.wyo . 3 SMN SANWA A SJS e/zB /Ge w., AMg Mimpala 55.103 PRAIE PARK PARKING LOT EXPAN '� S0 ' 1p01 - •N ^ 76] -127 -Se6p FAX 78 } {27 -052 PRAIRIE SION D kw _.wvw ,..M.- wo.wrnAr.. ataL..00nu -e a w1, IN. HA .1103D-__ 6,1W � 0rnl •.a.naansaa -O a.ao•.com ON , CITT OF OTSEGO. MINNESOTA 3 it SHEETS • ITEM 7_2 CITY OF OTSEGO Memo To: City Council From: Brad Belair Date: 9/20/06 Re: salt shed paving Kue Contractors Inc. Has provided a quote to place class 5 gravel and bituminous in the salt storage building. The work was not included in the original bid. The paving would be done by the contractor which is also constructing the parking lot at the Public Works facility and would be coordinated to be completed at the same time. If approved, paving should be done in October. The quote is attached and I wil be at the council meeting on Monday for discussion. • Page 1 - ra ,,, A ,,, U o ractors Inc. 130 Central Avenue South P.G. Box 408 Watkins, MN 55389 FAX (320) 764 -2524 License # 8C- 20355836 (320) 764 -2525 September 19 2006 Mr. Thomas Stromsodt Oertel Architects Ltd. 1795 St. Claire Avenue St. Paul, MN 55105 RE; Otsego Public Works Facility Otsego, Minnesota Dear Thomas, The price for PR # 9 is as follows: Surveying & Stacking $ 350.00 Paving & Base $ 18.400.00 Subtotal $ 18,750.00 10% O &P $ 1.875.00 Total $ 20,625.00 1.08% Bond $ 223.00 Grand Total $ 20,848.00 Sincerely 41,411K . Jame. R. u le Proje. t Maria. -r TITT • - - • •__ • kit:A:CV OTC • • • • . : Co4fractors . . . . FAX tOVEB.STIEkt . to VoIlovin- / xi ° • - . • -• -iy -0C • r ; e • tottivailyi * • 41a;viti • ... • • • • . Tfkal rageS; - . • - • 1...445i41:X . .ftariaikg • ••• • • - • • • * IL ge .ILL . . . • • • • .0 , . • • • • • . ... • • • . • "NI • • • . . • • " • • • • - . . • . • '. . - — • • 06t Oi qiO411:10 • • • • If the rokl.er. .64-04 ki.olit*sifth0 09.1ziissetTlitistiori, distribuiion or 66iij(iit of is stilciV ktifill?iteCi4f*iu;haWrioldi.iiied this pomniunlcitioh e aseMo 1 de1y.an4retatha.rigna1. m0 or we .Call etrare to pick it up. • • . Owasso 8oHtevaz1 out a ;5 :(65i 046938 (651) 484-7804 jOiNoOle more ''E :2T 90, tit daSommigamemis ITEM 7.3 Memo To: City Council From: Brad Belair Date: 9/20/06 Re: Kittredge Park Irrigation Anderson Irrigation has provided a quote to install irrigation at Kittredge Park in areas that were not covered in the original proposal. I recommend we approve the additional costs to complete the irrigation. The park projects are still under budget. Sep 19 06 07:54p Anderson Irrigation 7632416806 p.1 Invoice do Inv-'-e Number: 1e • Mvul%:e Date: Sep 19, 2006 Page: Pag S tN 4 ;GAT ON INC. • Sold To: AndersonirrigationaQ hotmail_com City of y� A Otsego • a d ;e ` I (, I 8833144 o Elk River, MN 55330 • �A` n.? C763)-441-2904 o Fax (763)-241-6806 Customer ID: otsego Customer PO Payment Terms Due Date Sales Rep ID Kitteredge Park C.O.D. 9/19/06 Quantity Description Unit Price Extension i 1.00 dd 8 Pop up spray heads in back of tennis court 480.00 480.00 1.00Add 5 Gear drive sprinkler heads west side of play area and 560.00 560.00' • add 2 gear drive on the east side play area - 1.00Add 160' of Poly pipe to sign 70th Street and Kitteredge 120.00 120.00 Pkwy 1.00Add 48 Mp Rotators between sidewalk and curb in front of 2,880.00 2,880.00 play area in park 1.00Add Shoot under 375.00 375.00' 1.00Add 2 2° Zone valves and Decoders 481.00 481.00 • 1.00A11 invoice past 30 days - will - be charged a 1.5% monthly service fee. • • • Subtotal 4,896.00 Sales Tax Total Invoice Amount 4,896.00 Check No: - --- -- --^ - - - - - - Payment Received _•• • .._ • TOTAL 4,896.00 ITEM 7 - Memo To: City Council From: Brad Belair Date: 9/20/06 Re: Public Works Facility irrigation • I have received a quote to install the irrigation system at the new Public Worlcs facility from Distinctive Design Irrigation, Inc. for the amount of $8126.25. During the planning stage of the project it was decided that the landscaping and irrigation completed outside of the original contract. To stay on schedule to complete the Project this fall, I recommend approval of the contract with DDI. They have installed systems in Prairie Park and recently in School Knoll Park and have done an excellent job. DISTINCTIVE DESIGN IRRIGATION, INC. PO Box 329 Zimmerman, MN 55398 (763) 389 -0307 Phone (763) 389 -0309 Fax Prepared for: City of Otsego Attn: Brad Belair Irrigation Proposal/Contract for Public Works Facility Otv. Descrintion 79 Rotors Product being used: Rainbird 8 Sprays 9 1" Valves • 1 Controller Inc. Poly Pipe & Misc. Fittings 1 Backflow Preventer 1 Rain Sensor Inc. One Year Warranty ( Parts and Labor ) Inc. Dripline and valve Total Cost $ 8,126.25 General Notes: Note * This proposal is good for 30 days Note * Invoices over 30 days will be subject to a 2% finance charge or a minimum charge of $ 5.00 per month whichever is greater. Note * Certificate of Insurance will be supplied following a signed contract. Note * Distinctive Design Irrigation, Inc. installs all plumbing work Note * We Guarantee 100% coverage Note * All necessary permits are pulled by Distinctive Design Irrigation, Inc. Note * Any electrical and water demands will be provided by General Contractor. Note * Winterization and Spring Start up is included in base price under one year warranty Note * Sleeving is to be installed by Distinctive Design Irrigation, Inc. If someone else other than Distinctive Design Irrigation, Inc. takes on the responsibility of installing the sleeving, and fails to complete the • installation, that contractor will be charge for piercing at a cost of $ 15.00/1in. ft. Note * A one year warranty includes product defects ( for example - non rotating heads ) and workmanship ( for example - leaking pipes, rocks in the mainline ). A one year warranty does not include damaged heads, damaged mainline and heads that are out of adjustment. If there is such a problem, time and material will be billed to the responsible parties. Note * Bid price subject to change for irregular concealed contingencies such as rock and debris By signing below, I authorize Distinctive Design Irrigation, Inc. to proceed with the installation of an underground sprinkler system. I agree to the above cost. I also agree to pay Distinctive Design Irrigation, Inc. in full, following a meeting that will instruct me on how to use my system properly. A deposit of dollars is required. The deposit iL_non 1 • i Johnson Owner Date Date Sep 20 06 10:55a OERTEL ARCHITECTS p.1 ITEM 7_5 7co 3 4 141 Pz'3 OERTEL ARCHITECTS 1795 SAINT CLAIR AVENUE, SAINT PAUL, MN 55105 TEL: 650696.5186 FAX: 651/696-5188 DATE: August 23, 2006 TO: Mike Robertson Al A i - 7" C FROM: Jeff Oertel RE: OTSEGO PUBLIC WORKS PROJECT: UPDATES TO THE PROJECT • With the work approximately 30% complete, there have been a few field conditions, necessary changes and recommended upgrades to the project, to date. I have kept you advised of a few of the more costly items, noted below. To make sure that you and council are aware of all cost issues on site, I am providing you with this summary for your review: 1. Additional waste water tank, piping and flammable waste trap: In meetings with Brad, during the design phase, we designed the waste water storage system to meet the requests and needs at that time. Since then, we have been advised that an additional tank will be required, along with separation of run-off water lines between the truck wash bay and vehicle storage. I spoke with you about this several weeks ago. We now have all the pricing for this, which is all in line but at a relatively high cost. Cost to add the above changes: $9,414.00 2. Health Department related kerns: Documents were submitted to the State Health Department (now called the Department of Labor and Industry) for their approval of the plumbing related system design. Documents were sent to the state prior to bidding, but their comments were received well after the bids were received. Consequently, it is necessary to make some minor changes. We initially received costs from the contractor that were about double the final acceptable numbers. We also identified some credits, to help offset the added costs and make the "add" more palatable. Net cost to incorporate the changes: $8,699.00 1 Sep 20 06 10:55a OERTEL ARCHITECTS p• 3. Wall within the maintenance and welding bay area: We found it necessary to make some changes to the concrete block walls in the vehicle maintenance area and have worked with the contractor to obtain the best solution possible for the demising wall between the welding area and the shop. We added a thickened slab under the block wall and changed a portion of wall from gyp board to reinforced concrete block. We also added a steel lintel for the concrete plank. Approximate cost for the upgrade (needs to be verified): $7,000.00 4. Concrete floor sealer: We specified a standard sealer at the exposed concrete floor throughout the building. We have been in discussion with the contractor to ascertain what the cost would be for a better product, in this case The Ashford Formula. This product is far superior to the standard sealer, and for about twenty cents additional cost, per square foot, the end result would provide far more long - lasting value to the city. We have used both products on past projects. While it is not necessary to make this upgrade, I would recommend that the city consider this added cost, as this is really a "bargain" price. Approximate cost for the upgrade: $2,000.00 5. Currently, the project site will be paved by the general contractor, but there is no paving called out for the floor area within the salt building. The salt building contractor does not have this in their bid either. Shall we ask the contractor for a price to pave this area or would it be preferable for public works staff to perform this separately? These are all the issues related.to cost of which I am aware. Some of the items are necessary and others not. Please advise on your preference on how to proceed. Also,I will be happy to provide more detail on all the above, as there is a bit of detail missing in this summary memo to you. Thank you in advance. Jeff Oertel 2 ITEM 8.1 NAC; NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley. MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners'anacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP . DATE: 19 September 2006 RE: Otsego — Riverbend North NAC FILE: 176.02 — 06.24 The Planning Commission held a public hearing on 18 September 2006 to consider the Zoning Map amendment and preliminary plat application for Riverbend North. Mr. John Darkenwald was present. There were no comments from the public and the Planning Commission had no significant concerns or issues with the proposed development. The Planning Commission closed the public hearing and voted 6 -0 (with Commissioner Darkenwald removing himself) to recommend approval of the applications. The City Council will consider the applications at their meeting on 25 September 2006 at 6:30 PM. Options for possible City Council action are outlined below. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning land to be included within the Riverbend North Preliminary Plat to B -3 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Decision 2 — PUD- CUP /Preliminary Plat A. Motion to approve the PUD- CUP /Preliminary Plat and concept plan for Riverbend North, subject to the following conditions: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service. Such service is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are to be paid at the time of building permit approval and based upon the definition of each building space. 2. The PUD -CUP and Preliminary Plat shall remain valid until 31 December 2009 or until approval of an initial final plat establishing lots/blocks and execution of a development contract providing for phased development of the subject site. 3. Cross access and parking easements shall be provided for Lots 1 -7, Block 1, subject to the review and approval of City staff. 4. The allowed uses of each lot shall be the same as provided for within the B -3 District. 5. Development of individual lots within the preliminary plat shall be subject to site and building plan review or other approvals as may be required by the Zoning Ordinance prior to issuance of a building permit. 6. The proposed access from CSAH 42 to shall be subject to approval by Wright County. 7. All utility plans are subject to approval by the City Engineer. 8. The preliminary plat shall be revised to illustrate all easements as required by Section 21 -7 -15 of the Subdivision Ordinance, subject to approval by the City Engineer. 9. Park dedication requirements shall be determined and satisfied at the time of final plat approval. B. Motion to deny the request based on a finding that the application is not consistent with the Comprehensive Plan and /or the Zoning and Subdivision Ordinances. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer John Darkenwald, Darkenwald's Riverbend, LLP 2 CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP 4MEMDNNT APPLICANT: Darkenwald's Riverbend II, LLP APPLICATION: Request for a Zoning Map amendment rezoning to B-3 Distript land to be included within the Riverbend North preliminary plat. CITY COUNCIL MEETING: 25 September 2006 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 subject site is guided by the Comprehensive Plan for commercial land uses within the East Sewer District. C. The subject site is zoned R -3, Residential Long Range Urban Service District. The applicant is requesting a rezoning to B -3, General Commercial District to allow for development of approximately 39,400 square feet of commercial uses on seven lots. D. Evaluation of the application is to be based upon, but not limited to, the criteria establishgd by Section 20 -3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for commercial land uses as part of the secondary commercial center focused at the interchange of TH 101 and CSAH 42. The range of commercial uses illustrated on the concept plan is consistent with the intent of the Comprehensive Plan for this area. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The table below describes the existing/planned land uses in the area surrounding the subject site. The proposed development will be compatible within this area of the City with specific attention given to landscaping and screening of adjacent residential uses as part of the site plan review process for each lot. Direction Land Use Plan Zoning Map Existing Use North Commercial 8 -3/A -1 District Future City Park East LD Residential R -1 District Single Family Homes South LD/MD Residential R -3 District Manufactured Home Park West Commercial R -3 District TH 101 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The development of individual lots within the proposed development is subject to site and building plan review and all uses are required to conform to the requirements of the 8-3 District. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is a positive expansion of commercial business locations within the City taking advantage of access and visibility from T4-I 101. 5. The proposed use's impact upon property values of the area in which it if; 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 development is accessed via CSAH 42, which is designated as a minor arterial street by the Otsego Transportation Plan and Northeast Wright County Transportation Plan. With improvements to CSAH 42 and construction of an interchange at TH 101 and CSAH 42, adequate capacity is available on CSAH 42 to accommodate traffic generated by the proposed development. 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 use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 29 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 13 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the regiest based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED. MOTION BY: SECOND BY: 2 ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ORDINANCE NO.: 2006 -14 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE RIVERBEND NORTH PRELIMINARI( PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The property is hereby rezoned from R -3, Residential Long Range Urban Service District to B -3, General Business District. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2?06. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA PUD- CUP(PRELIMINARY PLAT APPLICANT: Darkenwald's Riverbend II, LLP APPLICATION: Request for a PUD -CUP and Preliminary Plat of Riverbend Forth conpisting of seven commercial lots. CITY COUNCIL MEETING: 25 September 2006 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 follovlring findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sewer District. C. The subject site is zoned B-3, General Commercial District which to allows for development of approximately 39,400 square feet of commercial uses on seven proposed Tots. D. Evaluation of the application is to be based upon, but not limited to, the criteria establishgd by Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for commercial land uses as part of the secondary commercial center focused at the interchange of TH 101: and CSAH 42. The range of commercial uses illustrated on the concept plan is consistent with the intent of the Comprehensive Plan for this area. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The table below describes the existing/planned land uses in the area surrounding the subject site. The proposed development will be compatible within this area of the City with specific attention given to landscaping and screening of adjacent residential uses as part of the site plan review process for each lot. Direction Land Use Plan Zoning Map Existing Use North Commercial B -3/A -1 District Future City Park East LD Residential R-1 District Single Family Homes South LD/MD Residential R-3 District Manufactured Home Park West Commercial R-3 District TH 101 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed subdivision is conforms to the City's applicable development regulations. Further, the development of individual lots within the proposed subdivision is subject to site and building plan review and ail uses are required to conform to the requirements of the B-3 District. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is a positive expansion of commercial business locations within the City taking advantage of access and visibility from TH 101. 5. 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 development is accessed via CSAH 42, which is designated as a minor arterial street by the Otsego Transportation Plan and Northeast Wright County Transportation Plan. With improvements to CSAH 42 and construction of an interchange at TH 101 and CSAH 42, adequate capacity is available on CSAH 42 to accommodate traffic generated by the proposed development. 7. The proposed use's impact upon existing public services and facilities inclyding parks, schools, streets, and utilities and its potential to overburden the City=s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 29 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 13 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the • Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service. Such service is only guaranteed to projects with approved final plats. Applicabl SAC and WAC fees are to be paid at the time of building permit approval and based upoi the definition of each building space. 2 2. The PUD -CUP and Preliminary Plat shall remain valid until 31 December 2009 or until approval of an initial final plat establishing lots /blocks and execution of a development contract providing for phased development of the subject site. 3. Cross access and parking easements shall be provided for Lots 1 -7, Block 1, subject to Ile review and approval of City staff. 4. The allowed uses of each lot shall be the same as provided for within the B -3 District. 5. Development of individual Tots within the preliminary plat shall be subject to site and building plan review or other approvals as may be required by the Zoning Ordinance prior to issuance of a building permit. 6. The proposed access from CSAH 42 to shall be subject to approval by Wright County. 7. All utility plans are subject to approval by the City Engineer. 8. The preliminary plat shall be revised to illustrate all easements as required by Section 21 -7- 15 of the Subdivision Ordinance, subject to approval by the City Engineer. 9. Park dedication requirements shall be determined and satisfied at the time of final plat approval. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: • Judy Hudson, Zoning Administrator /City Clerk 3 Halcanson 1 VI AncfeC50n 3601 Thurston Avenue, Anoka, MN 55303 (,) S SOC ., inC . Phone: 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Dan Licht, NAC Ronald J. Wagner, P.E., City Engineer John Darkenwald, Darkenwald's Riverbend Company II, LLC John Dietrich, P.E. RLK Incorporated From: Brent M. Larson, E.I.T. Date: September 13, 2006 Re: Review of Riverbend North Commercial Development We have reviewed the Preliminary Plat and Concept Site Plan dated 8/15/06 for the above - mentioned development and offer the following comments: Grading, Drainage, and Pollution Prevention Plan 1. A Grading Plan shall be submitted for review. Preliminary Plat • 1. The location, dimension, and purpose of all easements shall be shown on the preliminary plat. 2. All building setback lines shall be shown on preliminary plat. 3 The ownership and zoning of the adjacent land shall be identified. 4. All utilities within 150' of the plat boundaries shall be shown. The sanitary sewer and watermain along the east side of the property shall be depicted. The size and inverts of all pipes shall be called out. 5. A 75' R.O.W. shall be provided along all of CSAH 42. Concept Site Plan 1. A preliminary utility plan shall be submitted. All public and private water, sanitary sewer and storm sewer shall be depicted. Please note a minimum hydrant spacing of 300' (150'radius) is required in all commercial, industrial, and multi - family residential developments. C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files\Content.lE5\N4UT7K2I\ot2315- RiverBendNorthRV W 1.doc 2. Centerline horizontal curve information and gradients, roadway widths, and typical cross - sections shall be provided for all streets. 3. All streets shall have curb and gutter. Other Comments _ 1. The hydrology report shall be submitted for review. . 2. A statement certifying the environmental condition of the site is required. 3. Soil boring locations shall be depicted on the grading plans and a geotechnical report shall be submitted. The geotechnical report shall have a recommended R -value for the street design. • The submittal is incomplete. Additional information and revised plans are required prior to being accepted by the City Engineer. Due to the required review process by Wright County and the State of Minnesota to obtain approval for entrance(s) off of CSAH 42 we recommend the city council approve the preliminary plat contingent upon the above comments. • Iii Hakanson Anderson C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files \Content.IE5\N4 ASSOC., Inc. RiverBendNorthRV W 1.doc ITEM 8.2 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 plannersignacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 19 September 2006 RE: Otsego — Riverbend South NAC FILE: 176.02 — 06.23 The Planning Commission held a public hearing on 18 September 2006 to consider the Zoning Map amendment and preliminary plat application for Riverbend South. Mr. John Darkenwald was present. There were no comments from the public and the Planning Commission had no significant concerns or issues with the proposed development. The Planning Commission closed the public hearing and voted 6 -0 (with Commissioner Darkenwald removing himself) to recommend approval of the applications. The City Council will consider the applications at their meeting on 25 September 2006 at 6:30 PM. Options for possible City Council action are outlined below. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning land to be included within the Riverbend South Preliminary Plat to B -3 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Decision 2 — PUD- CUP /Preliminary Plat A. Motion to approve the PUD- CUP /Preliminary Plat and concept plan for Riverbend South, subject to the following conditions: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service. Such service is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are t9 be paid at the time of building permit approval and based upon the definition of each building space. 2. The PUD -CUP and Preliminary Plat shall remain valid until 31 December 2009 or until approval of an initial final plat establishing lots/blocks and execution of a development contract providing for phased development of the subject site. 3. Cross access and parking easements shall be provided for Lots 1 and 2, Block 1 and Lots 1-4, Block 2, subject to the review and approval of City staff. 4. The allowed uses of each lot shall be the same as provided for within the B -3 District. 5. Development of individual lots within the preliminary plat shall be subject - to site and building plan review or other approvals as may be required by the Zoning Ordinance prior to issuance of a building permit. 6. Plans for 72 Street west of the north driveway to Lot 2, Block 2 shall provide for a single lane in each direction with a landscaped center median subject to review and approval by City staff. All street construction plans and rights -of -way are subject to review and approval by the City Engineer. 7. The proposed right -in access from CSAH 37 to Block 2 shall be subject to approval by Wright County. 8. The concept plan is revised to illustrate additional sidewalks as recommended by City staff. 9. The concept plan for Lot 3, Block 2 is revised to provide additional on -site parking and improved pedestrian connections, subject to City staff approval. 10. The preliminary plat is revised to combine Outlot A with Lot 1, Block 1 and combine Outlot B with Lots 2 and 3, Block 2. In accordance with Section 21 -7-4 of the Subdivision Ordinance, Outlot C shall be conveyed to the abutting property owner to the east. 2 11. All grading plans are subject to approval by the City Engineer. 12. All utility plans are subject to approval by the City Engineer. 13. The preliminary plat shall be revised to illustrate all easements as required by Section 21 -7 -15 of the Subdivision Ordinance, 'subject to approval by the City Engineer. 14. Park dedication requirements shall be determined and satisfied at the time of final plat approval. B. Motion to deny the request based on a finding that the application is not consistent with the Comprehensive Plan and /or the Zoning and Subdivision Ordinances. . c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer John Darkenwald, Darkenwald's Riverbend, LLP • 3 CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONINF MAP /i►MEMDN NT APPLICANT: Darkenwald's Riverbend II, LLP APPLICATION: Request for a Zoning Map amendment rezoning to B -3 District for land to be included within the Riverbend South preliminary plat. CITY COUNCIL MEETING: 25 September 2006 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 follov ling findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sewer District. C. The subject site is zoned A -1, Agriculture Rural Service District and 1 -1, Limited Industrial District. The applicant is requesting a rezoning to B -3, General Commercial District to allow for development of approximately 47,000 square feet of commercial uses on six Tots. D. Evaluation of the application is to be based upon, but not limited to, the criteria established by Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for commercial land uses as part of a secondary commercial center focused at the interchange of TH 101 and CSAH 37. The range of commercial uses illustrated on the concept plan is consistent with the intent of the Comprehensive Plan for this area. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The table below describes the existing/planned land uses in the area surrounding the subject site. The proposed development will be compatible within this area of the City with specific attention given to landscaping and screening of adjacent residential uses to the east as part of the site plan review process. Direction Land Use Plan Zoning Map Existing Use North HD Residential R -7 District Wetland R -3 District Man. Home Park East M /HD Residential R -7 District Wildflower Meadow A -1 District Single Family South Industrial B-3 District Anoka Equine TH 101 West M/HD Residential R -7 District The Pointe TH 101 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The development of individual lots within the proposed development is subject to site and building plan review and all uses are requirefl to conform to the requirements of the 8 -3 District. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is a positive expansion ofcommercial businfass locations within the City taking advantage of access and visibility from TH 101. 5. 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 development is accessed via CSAH 37, which is designated as a collector street by the Otsego Transportation Plan and Northeast Wright County Transportation Plan. With improvements to CSAH 37 and construction of an interchange at TH 101 and CSAH 37, adequate capacity is available on CSAH 37 to accommodate traffic generated by the proposed development. 7. The proposed uses 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 use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 11 September 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 13 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED. MOTION BY: SECOND BY: 2 ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ORDINANCE NO.: 2006 -15 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE RIVERBEND SOUTH PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: • Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by exhibit A. Section 2. The property is hereby rezoned from A -1, Agriculture Rural Service District and I -1, Light Industrial District to B -3, General Business District. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2?06. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA RUD- CUP'PRELIMINARY PLAT APPLICANT: Darkenwald's Riverbend II, LLP APPLICATION: Request for a PUD -CUP /Preliminary Plat and concept plan of Riverbend South consisting of six commercial lots. CITY COUNCIL MEETING: 25 September 2006 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 follovying . findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sewer District. C. The subject site is zoned B -3, General Commercial District which to allows for development of approximately 47,000 square feet of various commercial uses on six proposed Tots. D. Evaluation of the application is to be based upon, but not limited to, the criteria establish4d by Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for commercial land uses as part of a secondary commercial center focused at the interchange of TH 101 and CSAH 37. The range of commercial uses illustrated on the concept plan is consistent with the intent of the Comprehensive Plan for this area. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The table below describes the existing/planned land uses in the area surrounding the subject site. The proposed development will be compatible within this area of the City with specific attention given to landscaping and screening of adjacent residential uses to the east as part of the site plan review process. Direction Land Use Plan Zoning Map Existing Use North HD Residential R -7 District Wetland R -3 District Man. Home Park East M/HD Residential R -7 District Wildflower Meadovy A - District Single Family South Industrial B - 3 District Anoka Equine TH 101 West M /HD Residential R -7 District The Pointe TH101 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed subdivision is conforms to the City's applicable development regulations. Further, the development of individual lots within the proposed development is subject to site and building plan review and all yses are required tp conform to the requirements of the B-3 District. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is a positive expansion of'commercial businfss locations within the City taking advantage of access and visibility from TH 101. 5. 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 !se 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 development is accessed via CSAH 37, which is designated as a collector street by the Otsego Transportation Plan and Northeast Wright County Transportation Plan. With improvements to CSAH 37 and construction of an interchange at TH 101 and CSAH 37, adequate capacity is available on CSAH 37 to accommodate traffic generated by the proposed development. 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 use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 11 September 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 13 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was dosed and the Planning Commission recommended by a 6-0 vote that the City Council approve the regiest based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service. Such service is only guaranteed to projects with approved final plats. Applicabll SAC and WAC fees are to be paid at the time of building permit approval and based upof the definition of each building space. 2 2. The PUD -CUP and Preliminary Plat shall remain valid until 31 December 2009 or until approval of an initial final plat establishing Tots /blocks and execution of a development contract providing for phased development of the subject site. 3. Cross access and parking easements shall be provided for Lots 1 and 2, Block 1 and Lots 1- 4, Block 2, subject to the review and approval of City staff. 4. The allowed uses of each lot shall be the same as provided for within the B -3 District. 5. Development of individual lots within the preliminary plat shall be subject to site and building plan review or other approvals as may be required by the Zoning Ordinance prier to issuance of a building permit. 6. Plans for 72 Street west of the north driveway to Lot 2, Block 2 shall provide for a singlq lane in each direction with a landscaped center median subject to review and approval by City staff. All street construction plans and rights -of -way are subject to review and approval by the City Engineer. • 7. The proposed right -in access from CSAH 37 to Block 2 shall be subject to approval by Wright County. 8. The concept plan is revised to illustrate additional sidewalks as recommended by City staff. 9. The concept plan for Lot 3, Block 2 is revised to provide additional on -site parking and improved pedestrian connections, subject to City staff approval. 10. The preliminary plat is revised to combine Outlot A with Lot 1, Block 1 and combine Outlqt B with Lots 2 and 3, Block 2. In accordance with Section 21 -7-4 of the Subdivision Ordinance, Outlot C shall be conveyed to the abutting property owner to the east. 11. All grading plans are subject to approval by the City Engineer. • 12. All utility plans are subject to approval by the City Engineer. 13. The preliminary plat shall be revised to illustrate all easements as required by Section 21-7 - 15 of the Subdivision Ordinance, subject to approval by the City Engineer. 14. Park dedication requirements shall be determined and satisfied at the time of final plat approval. MOTION BY: SECOND BY: ALL IN FAVOR: 3 THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEgO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 34) Phone: 763/427 -5860 Fax: 763/427 -0520 Assoc., Inc. MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Dan Licht, NAC Ronald J. Wagner, P.E., City Engineer John Darkenwald, Darkenwald's Riverbend Company II, LLC John Dietrich, P.E. RLK Incorporated From: Brent M. Larson, E.I.T. Date: September 13, 2006 Re: Review of Riverbend South Commercial Development We have reviewed the Preliminary Plat and Concept Site Plan dated 8/15/06 for the above - mentioned development and offer the following comments: Mass Grading, Drainage, and Pollution Prevention Plan 1. A Mass Grading Plan dated 7/13/06 was previously reviewed commented on. Comments from the review letter dated July 19, 2006 have not been addressed. A revised grading plan shall be submitted for approval. Preliminary Plat 1. The location, dimension, and purpose of all easements shall be shown on the preliminary plat. 2. All building setback lines shall be shown on preliminary plat. 3. A minimum wetland buffer of 20' shall be shown around wetlands. A primary building setback of 40' from the delineated edge of all wetlands or 20' from the wetland buffer (which ever is greater) is required. 4. The ownership and zoning of the adjacent land shall be identified. 5. All utilities within 150' of the plat boundaries shall be shown. The sanitary sewer and watermain along the east side of the property shall be depicted. The size and inverts of all pipes shall be called out. 6. A 75' R.O.W. shall be provided along all of CSAH 37. C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files\Content.tE5\N4UT7K2I\ot RiverBendSouthRVW 1.doc Concept Site Plan 1. A preliminary utility plan shall be submitted. All public and private water, sanitary sewer and storm sewer shall be depicted. Please note a minimum hydrant spacing of 300' (150'radius) is required in all commercial, industrial, and multi - family residential developments. 2. Centerline horizontal curve information and gradients, roadway widths, and typical cross - sections shall be provided for all streets. 3. All streets shall have curb and gutter. Other Comments 1. The hydrology report for the adjacent residential development appears to cover the proposed commercial development in the existing and proposed runoff conditions, but the commercial site is modeled with a CN of only 65. The site shall be modeled with a fully developed curve number in is modeled with a CN of only 65. The s the runoff calculations. Please provide this information. 2. A statement certifying the environmental condition of the site is required. 3. Soil boring locations shall be depicted on the grading plans and a geotechnical report shall be submitted. The geotechnical report shall have a recommended R -value for the street design. The submittal is incomplete. Additional information and revised plans are required prior to being accepted by the City Engineer. Due to the required review process by Wright County and the State of Minnesota to obtain approval for entrance(s) off of CSAH 42 we recommend the city council approve the preliminary plat contingent upon the above comments. Hakanson Anderson C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files \Content.IE5■4 Assoc „tnc. RiverBendSouthRV W l .doc ITEM 8.3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners(anacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 19 September 2006 RE: Otsego — Anoka Equine Clinic NAC FILE: 176.02 — 06.25 The Planning Commission held a public hearing on 18 September 2006 to consider the site plans and preliminary/final plat for Anoka Equine Clinic. Dr. Kevin Voller was present as the applicant. There were no comments from the public. The Planning Commission discussion focused on access to and circulation within the site in consideration of planned improvements to CSAH 37 and Queens Avenue. The Planning Commission discussed the need to limit access from CSAH 37 to right -in only, opposed to right -in /right -out only. City staff believes that the right -out onto CSAH 37 will not result in frequent u -turns beyond the median due to the internal circulation pattern of the site. Dr. Voller also pointed out that the gates to the animal loading area is controlled by the staff and that they would not allow a truck and horse trailer to exit back to CSAH 37. The Planning Commission also discussed the need for a traffic signal at CSAH 37 and Queens Avenue in anticipation of truck/trailers turning left from Queens Avenue to west CSAH 37. City staff indicated that traffic from east of Queens Avenue will likely be limited to collector street levels until the area south of CSAH 37 develops. City staff also noted that traffic generated by the Gateway North Business Park was studied in designing Queens Avenue and that a signal is not warranted at least with initial development. These comments satisfied the concerns of the Planning Commission. The public hearing was closed and the Planning Commission voted 7 -0 to recommend approval of the applications as set forth below. The applications are to be considered at the City Council meeting on 25 September 2006 at 6:30PM. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site to B -3 District to accommodate in -place expansion of an existing building and consolidation of existing properties consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Preliminary/Final Plat and Site Plans A. Motion to approve a Preliminary/Final Plat and site plans for Anoka Equine subject to the following conditions: • 1. Prior to application for a building permit for expansion of existing principal buildings or construction of second principal buildings, architectural plans shall be submitted and are subject to site and building plan review and /or approval of a conditional use permit for more than one principal building on a lot. 2. The site plan is revised such that all proposed buildings are setback a minimum of 30 feet from the TH 101 right -of -way. 3. The site plan is revised such that all principal buildings are setback a minimum of 40 feet from the final delineated edge of all wetlands with a 20 foot no- disturb buffer. No accessory buildings shall encroach within the required buffer area, 4. The gravel surface within the horse loading area shall be maintained to control dust and drainage. 5. All grading plans, utility plans and easements are subject to review and approval of the City Engineer. 6. A final plat suitable for recording and consistent with the approved preliminary plat shall be submitted and is subject to approval of City staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. c. Mike Robertson Ron Wagner Judy Hudson Kevin Voller Andy MacArthur 2 ORDINANCE NO.: 2006 -16 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE ANOKA EQUINE PRELIMINARY /FINAL PLA►T. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The property is hereby rezoned from A -1, Agriculture Rural Service District, B -3 General Business District and 1 -2, General Industrial District to B -3, General Business District. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO BY: Larry Fournier, Mayqr ATTEST: Judy Hudson, Zoning Administrator /City Clerk CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP AMEMDNpIT APPLICANT: Anoka Equine Properties, LLP APPLICATION: Request for a Zoning Map amendment rezoning to B-3 Distript land to be included within the Anoka Equine Properties preliminary/final plat. CITY COUNCIL MEETING: 25 September 2006 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 subject site is guided by the Comprehensive Plan for industrial land uses within the East Sewer District. C. The subject site is zoned A -1, Agriculture Rural Service District, B -3, General Business District and 1 -2, General Industrial District. The applicant is requesting a rezoning to B-3, General Commercial District to accommodate in -place expansion of an existing building and consolidation of existing properties allowed by the B -3 District. D. Evaluation of the application is to be based upon, but not limited to, the criteria established by Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for industrial land uses. Continuation of the existing veterinary clinic at this location is considered to be an appropriate use given the characteristics of the site activity and site design. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The table below describes the existing/planned land uses in the area surrounding the subject site. The proposed development is surrounded by other commercial or industrial uses and no compatibility issues are anticipated.. Direction Land Use Plan Zoning Map Existing Use North Commercial B-3 District Riverbend South East Industrial A -1 District Horse Farm South Industrial 1 -2 District Gateway North Bus. Park West Industrial R -3 District GH Gravel 1 e1 minci/Rural • 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development complies with applicable development regulations with construction of the buildings identified on the site plan being subject to further plan review by the Planning Commission and City Council. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is a positive expansion of an existing commercial business within the City taking advantage of access and vislpility from TH 101. 5. 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 development is accessed via CSAH 37 with an additional access to Queens Avenue being constructed to improve circulation and reduce conflicts with traffic on CSAH 37. The capacity of CSAH 37 and Queens Avenue is sufficient to accommodate traffic generated by the use. 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' service capacity. Finding: The proposed use is not anticipated to have a negati impact to the City's capacity. E. The plann report dated 11 September 2006 prepared by the City Pla nner, North west Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 12 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 7 -0 vote that the City Council approve the regpest based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED. MOTION BY: SECOND BY: 2 ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 CITY OF 09 -19 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA PRELIMINARYIFINAL IT APPLICANT: Anoka Equine Properties, LLP APPLICATION: Request for approval of the Anoka Equine Properties preliminary/final plat. CITY COUNCIL MEETING: 25 September 2006 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 follovWing findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for industrial land uses within the East Sewer District. C. The subject site is zoned B -3, General Commercial District which allows for the existing veterinary clinic as a permitted use. D. The planning report dated 11 September 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The memorandum dated 12 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 7 -0 vote that the City Council approve the reqpest based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to application for a building permit for expansion of existing principal buildings or construction of second principal buildings, architectural plans shall be submitted and are subject to site and building plan review and /or approval of a conditional use permit for more than one principal building on a lot. 2. The site plan is revised such that all proposed buildings are setback a minimum of 30 feet from the TH 101 right -of -way. 3. The site plan is revised such that all principal buildings are setback a minimum of 40 feet from the final delineated edge of all wetlands with a 20 foot no- disturb buffer. No accessory buildings shall encroach within the required buffer area. 1 4. The gravel surface within the horse loading area shall be maintained tq control dust and drainage. 5. All grading plans, utility plans and easements are subject to review anc4 approval of the City Engineer. 6. A final plat suitable for recording and consistent with the approved preliminary plat shall be submitted and is subject to approval of City staff. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 2 Hakanson 3601 Thurston Avenue, Anoka, MN 55303 Anderson I. 0 Assoc.,[nc. Phone: 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Kevin Voller, Anoka Equine Properties, Inc. Jay R. Hill, P.E. Schoell Madson From: Brent M. Larson, E.I.T. Date: September 12, 2006 Re: Anoka Equine Property We have reviewed the Preliminary Plans, dated 8/22/06, for the above- referenced project and would offer the following comments: Title 1. The owner /developer's contact information is required. Existine Conditions 1. The name of the owner and zoning of adjacent properties shall be identified. The information for the properties to the east and north is not readable. 2. Benchmarks are required on each sheet and shall use the NGVD 1929 Adj. Datum. 3. The Normal and 100 -yr High Water Level elevations are required for the pond north of CSAH 37. 4. The type and size of all storm sewer pipes within 150' shall be depicted. 5. A legend is needed. Preliminary Plat Plan 1. A legend is needed. 2. The edge of the Paddock near the Breeding Barn is 85' from the Centerline of the Hwy 101 Off- ramp. Verify MnDOT setback requirements. 3. Label the NWL and the HWL elevations of the ponds and wetlands. C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files\ Content .IE5\N4UT7K2I\ot EquineRV W 1.doc out the locations on they will be located in the plans. Keeping them at a similar distance from the watermain connection may help in locating them in the field. 4. There is approximately 1.15' of separation between the 6" sanitary sewer service to Breeding Barn and the 12" storm sewer pipe out of the pond. A minimum of 12" of separation with insulation is or 2' without insulation is required at the sanitary sewer and storm sewer crossing. 5. The sanitary sewer service invert elevations at the Existing building and at the Arena do not agree with the pipe grades. Please verify and revise. 6. The agreement with Wright County and the State to allow full an entrance at Queens Avenue is dictated on a Right In - Right Out only at the Anoka Equine entrance off of CSAH 37. Please revise the plans to depict a Right In - Right Out entrance at CSAH 37. 7. The storm water runoff shall be routed to the ditch north of the Queens entrance or the pond south of it. Allowing the runoff to flow to the Queens Avenue catch basins is an option but the inlet spread capacity of the casting and the street must be verified. 8. The note to insulate over the sanitary sewer pipe at Queens Avenue shall also apply to the watermain pipe in this location. Details 1. A detail of the sanitary sewer cleanouts is required. Other Comments 1. A hydrology report shall be submitted. • 2. The adjacent wetland is proposed to be filled in the southwest comer of the site. The wetland shall be delineated and all wetland permits shall be completed prior to start of grading or construction. • 3. Statement certifying environmental condition of site is needed. We recommend approval contingent upon the above comments. I sigli Hakanson Anderson C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files \Content.lE5\N4 Assoc.,[nc. EquineRV W l .doc Hakanson 3601 Thurston Avenue, Anoka, MN 55303 . IV Anderson Phone: 763/427 -5860 Fax: 763/427 -0520 Assoc .,[nc. MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Wayne Bauernschmidtt, Wright- Hennepin Cooperative Electric Association Nick Nowacki, P.E. Meyer - Rohlin, Inc. From: Brent M Larson, E.I.T. Date: September 13, 2006 Re: Wright- Hennepin Substation — Foster Lake We have reviewed the Site and Grading Plans, dated 7/24/06, submitted with the Development Application requesting a CUP for an Electric District Substation for the above - referenced project and would offer the following comments: 1. The benchmark and all elevations shall be based on the NGVD 1929 datum. 2 Adjacent land zoning (A -1) shall be depicted. 3. A signature line for Mr. Ronald J. Wagner, P.E. City Engineer must be provided on the Site and Grading Plans. We recommend approval contingent upon the above comments. C:\Documents and Settings\Karee\Local Settings \Temporary Internet Files\ Content.IE5\N4UT7K2I\ot250 - Henn substation.doc ITEM 8.4 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. xY 4800 Olson Memorial Highway, Suite 202, Golden Valley. MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 plannersramacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 19 September 2006 RE: Otsego — Foster Lake Substation NAC FILE: 176.02 — 06.21 The Planning Commission held a public hearing on 18 September 2006 to consider the request of Wright- Hennepin Electric Cooperative Association for a conditional use permit to develop an electric distribution substation. Mr. Wayne Baurnschmitt of Wright - Hennepin was present as the applicant. Mr. Gerard Zachman spoke on behalf of his parents, the land owners in support of the application. A call was received prior to the public hearing from Ms. Darlene Lenz, a St. Michael resident whose house to the south of the subject site. Ms. Lenz was also in attendance at the public hearing and is concerned about the view of the substation from her home. . City staff also received a call from St. Michael City staff. Their only comment regarding the proposed substation is that arborvitae or other evergreen plantings be installed along the south fence of the proposed substation to provide year -round screening of the site for properties to the south. Mr. William Sauser, who owns the 40 acre parcel to the east of the subject site, spoke in opposition to the proposed substation location. Mr. Sauser is concerned that the proposed substation site will negatively effect use of his property. Mr. Sauser also believes that the survey and other information submitted by the applicant isn't accurate and that there isn't sufficient space on the site for the proposed substation. City staff responded that the proposed use meets all applicable setbacks and wetland buffer requirements and that we have no reason to believe the applicant's plans to be inaccurate. As to the use of Mr. Sauser's property, there is likely to be no impact from the initial construction of the substation given the existing trees between the site and Mr. Sauser's dwelling located approximately an 1/8 mile east and north of the substation site. There is no additional entitlement to develop beyond the existing home on Mr. Sauser's property under the current A -1 District zoning. The Planning Commission discussed the accuracy of the submitted plans relative to aerial photos provided by the applicant and Mr. Sauser. The Planning Commission found no reason to consider the submitted plans inaccurate, but asked that City staff review the plans further. As to the issue of compatibility, the Planning Commission believed that the existing rural character of the area, proposed site plantings anti existing trees to the east of the site will provide necessary screening. The Planning Commission did modify the conditions of approval to require that all site grading and landscaping be completed in 2007 to allow the proposed plantings to mature before planned construction of the substation in 2009. The Planning Commission also responded to the comments of Ms. Lenz and the City of St. Michael by adding a condition that City staff work with the applicant to provide appropriate evergreen plantings along the south fence line. The Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the conditional use permit subject to the conditions outlined below. The application will be considered by the City Council at their meeting on 25 September 2006 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve a CUP for an electric substation within an A -1 District, subject to the following stipulations: 1. The conditional use permit shall remain valid until 31 December 2010 unless a request to extend the permit is approved in accordance with Section 20-4 -6 of the Zoning Ordinance. 2. A deed restriction shall be recorded on the lot prohibiting sale or transfer of the property for a use other than an essential service unless the property is rezoned to a district where the lot meets all requirements. 3. Access to the lot from 60 Street shall be subject to approval by ttie City Engineer. 4. The security fence shall comply with Section 20- 16 -8.K of the Zoning Ordinance. 5. All buildings shall comply with the material requirements of Section 20-17 - 4.A of the Zoning Ordinance. 6. The wetland and wetland buffer required by Section 20- 17 -9.E of the Zoning Ordinance shall be overlaid by drainage and utility easement. 7. All grading plans are subject to review and approval by the City Engineer. 8. All grading work and installation of proposed plantings is to be completed before 1 October 2007. 2 • 9. The landscape plan shall be revised to provide appropriat ever r en plantings along the south fence, subject to City staff review and approval. • B. Motion to deny the application based on a finding that the reque4t is inconsistent with the Comprehensive Plan and performance standards required by thep Zoning Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer • Mary Anderson, St. Michael City Planner Wayne Baurnschmitt, Wright- Hennepin 3 CITY OF OTSEGO 09-19-06 WRIGHT COUNTY, MINNESOTA FINDINGS DECI ION CONDITIONAL USE PE MIT APPLICANT: Wright Hennepin Electric Cooperative Association APPLICATION: Request for approval of a conditional use permit for development of ap electricity substation. y CITY COUNCIL MEETING: 25 September 2006 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 follov findings of fact: A. The legal description of the property is described by Exhibit A. B. The subject site is guided by the Comprehensive Plan for future low density residential land uses within the Urban Service Reserve Area. C. The subject site is zoned A -1, Agriculture Rural Service District; Essential services including distribution substations are allowed as conditional use subject to the requiremeInts of Section 20 -32-4 of the Zoning Ordinance. D. The proposed substation is to be developed on a parcel less than the minimum 20 acres required for lots within the A -1 District which is allowed for essential services as a conditional use subject to the requirements of Section 20- 32 -5.B of the Zoning Ordinance. E. Evaluation of the request is to be based upon, but not limited to, the criteria outlined in Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan, f Finding: The Comprehensive Plan calls for the provision of necessary infrastructure to support planned urban land uses guided by the Future Land Use .Plan. Development of an electric distribution substation will be required to provide sefvice to future development in areas of Otsego within E2 of the Urban Service Reserve Area generally west of TH 10, south of 70"' Street, east of Oakwood Avenue and north of 60"' Street. Development of the substation in advance of future development is consistent with the policies of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the following existing /planned uses: Direction Land Use Plan Zonin . Ma North LD Residential A -1 District A. field , • East LD LL Residential A -1 District South - St. Michael LD Residential A . field West ?�� A A�• field LD Residential A -1 District L • field 1 • The location of the site and proposed landscaping will be adequate to ensure compatibility of the substation with surrounding future uses. 3. The proposed use's conformity with all performance standfrds contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use complies with all applicable requirements of the Otsego Zoning Ordinance for essential services. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed substation is negessary and incidental to existing and planned development in the area. 5. 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 is not anticipated to generate significant traffic beyond one service site visit per month which is within the capacity of 60"' Street . 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 use is anticipated to provide additional support o the City's service capacity. F. The planning report dated 12 September 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. • G. The memorandum dated 13 September 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission held a public hearing at their regular meeting on 18 September 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The conditional use permit shall remain valid until 31 December 2010 unless a request to extend the permit is approved in accordance with Section 20-4 -6 of the Zoning Ordinancf. 2. A deed restriction shall be recorded on the lot prohibiting sale or transfer of the property other than an essential service unless the w party i of a ro meets all requirements. P party is rezoned to a district here the jot 2 3. Access to the lot from 60 Street shall be subject to approval by the City Engineer. • 4. The security fence shall comply with Section 20- 16 -8.K of the Zoning Ordinance. 5. All buildings shall comply with the material requirements of Section 20- 17-4.A of the Zoning Ordinance. 6. The wetland and wetland buffer required by Section 20- 17 -9.E of the Zoning Ordinance shall be overlaid by drainage and utility easement. 7. All grading plans are subject to review and approval by the City Engineer. 8. All grading work and installation of proposed plantings is to be completed before 1 October 2007. 9. The landscape plan shall be revised to provide appropriate evergreen plantings along th south fence, subject to City staff review and approval. 1. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ITEM 8.5 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. • 4800 Olson Memorial Highway, Suite 202 Telephone: 763.231.2555 Facsimile: 763.231.256 pla Valley, nersra;�n a MN 55422 plaacpla nn ing. com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 19 September 2006 RE: Otsego — Comprehensive Plan; NW Quadrant of CSAH 42/135 St. NAC FILE: 176.08 — 06.05 The Planning Commission held a public hearing on 18 September 2006 to consider an amendment to the future land use plan for the area northwest of CSAH 42 and 85 Street. This amendment has been initiated by the City to clarify the intended boundary between planned commercial and residential land uses in this area. Mrs. Judy Flemmer, the owner of the 10 acre parcel at 15565 90 Street, asked how the proposed Comprehensive Plan amendment would effect the assessments for the CSAH 42 improvement project. City staff responded that the assessments are based on the cost of the project and benefit to the properties within the assessment area. There were no other comments from the public. The Planning Commission discussed . the development of the area with likely street extensions. Based on the accesses and future street extensions, the Planning Commission believed that the proposed Comprehensive Plan amendment is appropriate to clarify the City's intent for the area. After closing the public hearing, the Planning Commission voted 7 -0 to recommend approval of the amendment. The City Council will consider the following possible actions at their meeting on 25 September 2006 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve Resolution 2006 -72 amending the Future Land Use Plan in based on a finding that the action is consistent with the policies of the Comprehensive Plan. • B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the Comprehensive Plan. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Kevin Lefebvre, property owner 2 • RESOLUTION NO.: 2006 -72 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION AMENDING THE COMPREHENSIVE PLAN REGARDING FUTURE LAND USES NORTHWEST OF CSAH 42 AND 85 STREET. WHEREAS, the Comprehensive Plan establishes a Future Land Use Plan of the City; and, WHEREAS, the purpose of the Future Land Use Plan is to designate appropriate locations for various land use types that may develop over time; and WHEREAS, the lands northwest of CSAH 42 and 85 Street are guided for medium to high density residential and commercial land uses by the Future Land Use Plan; and, WHEREAS, the boundary between the planned residential and commercial area divides the area into approximately 50 acres of future commercial land and 30 acres of future residential land; and, WHEREAS, a concept plan prepared by City staff illustrates that the likely boundary between the future residential and commercial areas is approximately 220 feet west of the boundary shown on the Future Land Use plan based on established street locations and future lot requirements to be imposed at such time as the area is rezoned for development; and, WHEREAS, the City has initiated an amendment of the future land use plan to clarify the intended transition between future residential and commercial land uses; and, WHEREAS, the proposed amendment is illustrated by Exhibit A and includes a two acre parcel designated for public and quasi - public land uses at the southwest corner of the area consistent with the City's acquisition of the parcel for future development of a fire station; and, WHEREAS, the amendment results in approximately 57 acres of the area being designated for future commercial land uses, approximately 21 acres for residential land uses and approximately 2 acres for public and quasi - public land uses; and, ITEM 8-6 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. • tfN _ 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231.2561 plannersenacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 20 September 2006 • RE: Otsego — Wildflower Meadow; Final Plat NAC FILE: 176.02 — 04.35 BACKGROUND The Rottlund Company, Inc. has submitted a final plat for Wildflower Meadows • establishing three outlots. The purpose of the final plat is to establish easements for a utility corridor consistent with the design of the preliminary plat approved by the City Council on 13 March 2006. The City requires that this utility corridor be defined and be made accessible to the City in order to ensure that a connection of sanitary sewer can be made between CSAH 37 at Queens Avenue to CSAH 42 at the north point of the subject site. Exhibits: A. Preliminary Plat B. Final Plat ANALYSIS Outlots. The proposed final plat consists of three outlots. Outlot A is to be the future public right -of -way for public streets including 72"`' Street from the west side of the subject site to Quigley Avenue extending north to 72 Street, then northeast to CSAH 42. The dimensions of Outlot A are consistent with the design of the right -of -way for these streets as shown on the preliminary plat. Outiots B and C are to either side of Outlot A and represent the balance of the subject site anticipated to be subdivided into lots/blocks and public rights -of -way consistent with the approved preliminary plat which will require a second final plat application. • Utility Plan. The developer has previously submitted a utility plan based on the approved preliminary plat design. The sanitary sewer to be constructed within the future public right -of -way shown on the final plat as Outlot A will serve not only as service to individual Tots within the subdivision but as a trunk sanitary sewer line between trunk sewer lines constructed in 2006 within Queens Avenue up to 72 Street through the Riverbend South plat and within CSAH 42 to the north of the subject site. The submitted utility plan is subject to review and approval of the City Engineer. Construction Timing. The City had been working with the developer on submission of a first phase of construction for late 2006 that would have included the trunk sewer connection between CSAH 37 and CSAH 42 in coordination with other utility projects extending sanitary sewer and water to Southeast Otsego. However, due to the evident slow down in the region for new residential construction, the developer has delayed final platting of a first phase of lots/blocks until at least Spring 2007. The City requested that the developer submit a final plat that would convey necessary easements to allow the City to proceed with construction of the sewer connection between CSAH 37 and CSAH 42 if the developer should again delay their project. This trunk sewer line is needed in order to provide sanitary sewer service to both Anoka Equine and Gateway North Business Park by Summer 2007. The proposed final plat accomplishes this by establishing the future right -of -way in which the sewer line would be located as Outlot A with overlying drainage and utility easements. It is likely that the City would need additional temporary easements outside of Outlot A in order to proceed with construction of the sewer line. The granting of these temporary easements will be made a condition of final plat approval. If the City proceeds with construction of the sewer within Outlot A, the developer would be required to reimburse the City for the local service portion of the construction costs with the costs for oversizing the pipe to accommodate sewer flows beyond the plat being a City trunk cost. In submitting the final plat, the developer wants to retain the right to decide to proceed with construction of the sewer within Outlot A by them up to 31 March 2007. This option allows the developer to re-bid the project before next spring as part of their decision to • proceed with construction of a first phase. City staff believes this is acceptable as the developer can likely construct the sewer line at a lower cost than can the City. The City Council could authorize public construction of the sewer line within Outlot A at their first meeting in April 2007 and service would be operational by July 2007. If Gateway North Business Park Building #1 is ready for occupancy or the existing septic system for Anoka Equine needs to be removed due to TH 101 improvements prior to construction of the sewer line between CSAH 37 and CSAH 42, temporary service can be provided by pumping from a lift station and hauling directly to the east waste water treatment plant. County Road Right -of -Way. The proposed final plat does not include right -of -way required by the Northeast Wright County Transportation Plan for CSAH 37 and CSAH 42. Wright County will more than likely require the final plat to be revised to include dedication of the right-of-way for these roadways. 2 • Park Dedication. The approved pp preliminary plat included an outlot to be dedicated to the City as partial satisfaction of park and trail dedication requirements. A cash fee in lieu of land per dwelling unit will also be required to fully satisfy park and trail dedication requirements. Dedication of the park outlot and payment of any cash fees in lieu of land is deferred until Outlots B or C are final platted into lots /blocks. Development Agreement. Approval of the submitted final plat requires execution of a basic agreement. This agreement will specify the timeline for the developer to decide if to proceed with private construction of the sanitary sewer within Outlot A, dedication of easements for construction of the sewer within Outlot A by the City, the future payment required by the developer upon approval of a final plat for Outlots B or C if the City constructs the sewer within Outlot A, an extension of the PUD -CUP and preliminary plat approvals to the end of 2007 and other terms. The development agreement is subject to review and approval by the City Attorney. RECOMMENDATION The proposed final plat gives the City certainty that the sanitary sewer connection between CSAH 42 and CSAH 37 necessary to provide service to Anoka Equine and Gateway North Business Park will be constructed within the required timeframe. At the same time, the final plat allows the developer to adjust their schedule for construction to reflect changing market conditions. Our office recommends approval final plat subject to the conditions outlined below and comments of other t City staff.. POSSIBLE ACTIONS A. Motion to approve a final plat for Wildflower Meadow consisting of three outlots, subject to the following conditions: 1. The final plat shall be recorded with. Wright County within 100 days of City Council approval. 2. The submitted utility plan for sanitary sewer (and water) utilities within Outlot A shall be subject to review and approval of the City Engineer. 3. The developer shall execute an agreement with the City specifying that the developer has until 31 March 2007 to proceed with construction of sanitary sewer within Outlot A consistent with the submitted utility plan. After 31 March 2007, the City may award a contract for installation of sanitary sewer within Outlot A consistent with the submitted utility plan with the cost of non -trunk improvements to be paid by the developer at the time of approval of a final plat for Outlots B or C establishing lots/blocks. 3 • 4. The developer shall dedicate dicate a drainage and utility easement over Outlot A and necessary temporary easements as determined by the City Engineer to be required for construction of sanitary sewer within Outlot A consistent with the submitted utility plan. 5. The PUD -CUP and Preliminary Plat approvals for Wildflower Meadow shall remain valid until 31 December 2007 or until approval of a second final plat for Outlots B or C subdividing lots /blocks and execution of a development contract providing for phased development of the subject site. 6. Park dedication requirements shall be deferred until approval of a final plat of Outlots B or C establishing lots/blocks. B. Motion to deny the application based on a finding that the request is inconsistent with the Subdivision Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Theresa Greenfield, The Rottlund Company • 4 • CITY OF OTSEGO 09 -20-06 WRIGHT COUNTY', MINNESOTA FINDINGS DECISION FINAL PLAT APPLICANT: The Rottlund Company, Inc. APPLICATION: Request for approval of a final plat for Wildflower Meadows establishing three outlots and drainage and utility easements required for trunk sanitary sewer connections. CITY COUNCIL MEETING: 25 September 2006 FINDINGS: Based upon review of the application and evidence received, the City Council of the • City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for low to medium density and medium to high density residential uses within the East Sewer District. C. The subject site is zoned R-6, Medium Density Residential District and R -7, High Density Residential District. D. A PUD -CUP and Preliminary Plat for Wildflower Meadows was approved b on 13 March 2006 subject to 17 conditions. by the Ci ty Council E. The proposed final plat consists of three outlots. F. The memorandum dated 20 September 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The final plat is processed in accordance with Section 21 -3-3 of the Subdivision Ordinance. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The final plat shall be recorded with Wright County within 100 days of City Council approval. 2. The submitted utility plan for sanitary sewer (and water) utilities within Outlot A shall be subject to review and approval of the City Engineer. 3. The developer shall execute an agreement with the City specifying that the developer has until 31 March 2007 to proceed with construction of sanitary sewer within Outlot A consistent with the submitted utility plan. After 31 March 2007, the City may award a contract for installation of sanitary sewer within Outlot A consistent with the submitted utility plan with the cost of non -trunk improvements to be paid by the developer at the time of approval of a final plat for Outlots B or C establishing lots/blocks. 1 • 4. The developer shall dedicate a drainage and utility easement over Outlot A and necessary temporary easements as determined by the City Engineer to be required for construction of sanitary sewer within Outlot A consistent with the submitted utility plan. 5. The PUD -CUP and Preliminary Plat approvals for Wildflower Meadow shall remain valid until 31 December 2007 or until approval of a second final plat for Outlots B or C subdividing lots/blocks and execution of a development contract providing for phased development of the subject site. 6. Park dedication requirements shall be deferred until approval of a final plat of Outlots B or C establishing lots/blocks. MOTION BY: SECOND BY: ALL IN FAVOR: • THOSE OPPOSED: ADOPTED by the Otsego City Council this 25th day of September, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 2 ig fir 1-1:1 • f 1 MNw IWCTAT I. 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' 19_t c• — _ iE ..[7 rGY Mt - e..swa .� PIO • %CET 2 a 2 SHEETS Hakanson 1 Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC., Inc. Phone: 763/427 -5860 Fax: 763/427-0520 • MEMORANDUM To: Mr. Ron Wagner, P.E., Otsego City Engineer From: Mr. Ken Beck, E.I.T. Date: September 20, 2006 Re: Review of Wildflower Meadows final plat, OT2295 Per your request, I have reviewed the final plat of Wildflower Meadows. Outlot A is identical to the right of way along 72n Street N.E., Quigley Avenue N.E., and 75 Street N.E. Outlot A also has sufficient (60 foot) drainage and utility easement for the trunk sewer and water mains that will need to be installed. Although some temporary easement will be needed during construction for spoil piles as there are manholes as deep as 30 feet. ot2295rwmemo • Memorandum Date: 9/21/06 To: Ron Wagner, Ken Beck From: Dan Sidla Re: Final Plat Review of Wildflower Meadows I have reviewed the above referenced plat and offer the following comments: a. The plat boundary significantly conforms to boundary of the preliminary plat b. The plat interior has significant changes in the lot configuration compared to the preliminary plat c. MN DOT Right of Way Plat No. 86 -27 has been replatted as MN DOT Right of Way Plat No. 86 -110. It doesn't seem to affect the plat boundary. d. Outlot A seems to cover the land that was to make up 75 St., Quigley Ave. and 72 St. as shown on the preliminary plat. e. Is Outlot A wide enough for the proposed city improvements? f. Are there any other city improvements that are not going to be located within Outlot A? There are no other drainage and utility easements being dedicated on this plat. g. Does the city or the county want right -of -way to be dedicated for 70 St. NE along the south line of the plat? As it is drawn the plat is not dedicating the right -of -way of 70 St. NE. w Property Exhibit 1 of g City o Otsego o 1- W I The West Quarter Corner See 33, T. 121. R. 23 i 1 I I . ' nN "no r.: 8 11 z M I I T - 1 — I — — /- — — — -T- IS 1 r 7 J Di I .... I ^o 0 I r r6 �p MI �� t pA ✓S '4,r, net `° r Fp so \ '0 ,Lp1 O \\ '� O v a O \ f \°e9\ 01,61-0 K ° - �` aN' � I O g E o / �. V I 6 / �'f"6� 4 6 B 6 AO O I � 9966.04) \°te o``4� 8``4I �r - -- N . Me the S. 15.5 FL of t ock he N.W. 1/4 of t he S.W. i � / f \ � 40 t No I ` a I i4 ock \ 6 �6 1 / \ Sea 33, T. 121, R. 23 ( l`` /1 ...... \ � 1 \ '\ I \\ 4 \ \ I 1 \ \\ I I � ( � I Sae; 3a T. 121. R. 23 i /4` }the S.W. 1/4 i4 elf 1 -. /. >\ /.. \ I \ 62 STREET' N.E. 1 I 1 \� .. ` \ 1 116, -- 1 — — - — — — — - - - -- _ — - The S. 1 Rod (16.5 ft.) of the N.W. 14 003472415 — — — — 1 of the S.W. 1 Sac. 33, t. 121. R. 23 1 W 1 oath Na 645 2, to CRy of Otsego. 1 \ -- - -The N. , T. 1f the S.NC 1/4 of the S.W. 1/4 1 nlV Sae. 33, L 121 W. 23 nR I 1 C i 'n I • I .— j ....., 1 c - -The Southwest Comer Sec I ■ 33. T. 121, R. 23 GTE REVISION N TE eelee ra e.� '� Hakanson Anderson Assoc,, Inc. Section 33, T. 121, R. 23 e 1 M „ N .m p«+..' 2 w � . , c ..n a,a Land Outw ore Property Exhibit 1 m �� wt 111 3-427-5010 O o "0 to ies .r-a Wright County. Minnesota For p - • " "m "" «T City of Otsego 1 OUTS ITEM 9_2 Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 ,# ° 1 r ASS�C., r nc. Phone: 763/427 -5860 Fax: 763/427 -0520 September 21, 2006 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re: Improvement Project No. 06-15, Sanitary Sewer and Watermain Improvements to Otsego I -94 West Industrial Park Dear Mayor and City Council: Bids were received and opened on September 20, 2006, for Improvement Project No. 06-15, Sanitary Sewer and Watermain Improvements to Otsego I -94 West Industrial Park. A total of nineteen (19) bids were received as shown on the attached Bid Tabulation and as listed below: Base Bid Alternate Bid G.L. Contracting, Inc. $555,844.00 $571,669.00 Kuechle Underground, Inc. $585,817.50 $602,317.50 Doboszenski & Sons, Inc. $591,014.60 $619,139.60 Northwest Asphalt, Inc. $614,673.30 $627,42330 Sunblad Construction, Inc. $617,383.80 $646,363.80 Northdale Construction Company, Inc. $643,988.88 $659,393.13 Ryan Contracting Co. $651,856.00 $669,106.00 Arcon Construction Company, Inc. $681,709.20 $698,471.70 S.M. Hentges & Son's, Inc. $687,466.95 $703,666.95 Three Rivers Construction $752,955.93 $769,291.68 S.R. Weidema, Inc. $774,296.45 $807,296.45 LaTour Construction, Inc. $787,058.10 $787,058.10 Veit Company, Inc. $787,978.00 $804,853.00 Hennen Construction Company $791,880.00 $806,880.00 Dirt-Pro Equipment, In c. $797,816.30 $814,316.30 R.L. Larson Excavating, Inc. $799,148.00 $819,773.00 Burschville Construction, Inc. $800,819.50 $817,694.50 Lametti Construction, Inc. $893,718.00 $911,718.00 Barbarossa & Sons, Inc. $966,725.00 $986,225.00 It was found that G.L. Contracting, Inc. of Medina, Minnesota is the low bidder with a Base Bid of $555,844.00 and an alternate bid of $571,669.00. G.L. Contracting, Inc. has previously worked on other projects with Hakanson Anderson Associates, Inc. OT631awardletter Honorable Mayor and City Council September 21, 2006 Page 2 III The bid for the project included an alternate bid, which establishes a price sewer pipe beneath Brett Admixtures driveway by method of jacking d d for installing the sanou allow the contactor to install the sanitary sewer pipe without disturbing the concrete s which has special admixtures in it that are produced by Brett Admixtures. If the alternate bid is selected, the contractor would not be due payment for work that he did not complete, such as removing and replacing the concrete driveway. Therefore, installing the sanitary sewer estimated to have an added cost of less than $3,000.00. P b Y jacking and boring is Based on the above, we recommend award of the contract to the low bidder, G.L. Contracting, Willow Drive, Medina, MN 55340. Inc., Sincerely, Hakanson Anderson Ass iates, Inc. .ordo, - # Ronald J. er, Ci ngineer ' RJW:dmb Enclosure cc: Mike Robertson, Administrator Judy Hudson, City Clerk Hakanson OT63 lawardletter A nderson A s so c., Inc. RESOLUTION NO. 74 III RESOLUTION ACCEPTING BID WHEREAS, pursuant to an advertisement for bids for the construction of City of Otsego, Improvement Project No. 06 -15, Sanitary Sewer and Watermain Improvements to Otsego 1 -94 West Industrial Park, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Base Bid Alternate Bid G.L. Contracting, Inc. $555,844.00 $571,669.00 Kuechle Underground, Inc. $585,817.50 $602,317.50 Doboszenski & Sons, Inc. $591,014.60 $619,139.60 Northwest Asphalt, Inc. $614,673.30 $627,423.30 Sunblad Construction, Inc. $617,383.80 $646,363.80 Northdale Construction Company, Inc. $643,988.88 $659,393.13 Ryan Contracting Co. $651,856.00 $669,106.00 Arcon Construction Company, Inc. $681,709.20 $698,471.70 S.M. Hentges & Son's, Inc. $687,466.95 $703,666.95 Three Rivers Construction $752,955.93 $769,291.68 S.R. Weidema, Inc. $774,296.45 $807,296.45 LaTour Construction, Inc. $787,058.10 $787,058.10 Veit Company, Inc. an $787'978'00 $804,853.00 Hennen Construction Company y $791,880.00 $806,880.00 Dirt-Pro Equipment, Inc. $797,816.30 $814,316.30 R.L. Larson Excavating, Inc. $799,148.00 $819,773.00 Burschville Construction, Inc. $800,819.50 $817,694.50 Lametti Construction, Inc. $893,718.00 $911,718.00 Barbarossa & Sons, Inc. $966,725.00 $986,225.00 AND WHEREAS, it appears that G.L. Contracting, Inc. of Medina, Minnesota is the lowest responsible bidder, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. The mayor and clerk are hereby authorized and directed to enter into a contract with G.L. Contracting, Inc. of Medina, Minnesota in the name of the City of Otsego for the Improvement Project No. 06 -15, Sanitary Sewer and Watermain Improvements to Otsego 1 -94 West Industrial Park, according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. Res06 -74 2. The City Clerk is hereby authorized and directed to retum forthwith to all bidders the bid bond made with their bids, except bidder and the next lowest bidder shall be retained until a contract has been ss 9 n d ssful Adopted by the City Council this 25 day of September, 2006. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk Res06 -74 MNDOTTP- 2184 -02 (5/83) State of Minnesota Department of Transportation EM 1 _ 3 Page 1 of 1 CHANGE ORDER #2 c ontractor: Dresel Co ntractin , Inc. S.P. No. N/A Address: 24044 July Ave. F.P. No. N/A Chisago City, MN 55013 Location: CSAH 42 (Parrish Ave.) Reconstruction Contract No. N/A In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered b y the provisions: following This change order is for the removal of a 48" skimmer structure, its associated furnish and install a new 60" skimmer structure and its associated 36" i i 15" piping and to accommodate the increase storm water runoff. P Piing. This is required to • Added Items ESTIMATE OF COST Bid Schedule "B" ITEM NO. 1 Remove Skimmer Structure UNIT QUANTITY AMOUNT 2 Remove 15" RCP INCL. FES EA $800.00 $800.00 3 Common Borrow LF 48 CY $15.00 $720.00 4 $10.00 $1 250.00 5 F$I 60" Skimmer Structure CY $105.00 6 F & I 36" RCP EA 1260.00 7 F&I 36" FES LF $5 500.00 $5,500.00 EA 2 $62.00 $2,976.00 $2 400.00 $4,800.00 Total $17 3''.00 Original Contract Amount Change in Contract due to Change Order #1 $2,035,683.65 Change in Contract due to this Change Order $ 1 ,1.00 Total Contract Amount $ 17,300 $ Issued by . roj Engineer Date Approved by: Otsego City Ofticial Da CHANGE IN CONTRACT TIME // Due to this change, the Contract Time: Accepted by: L1 C ors Au r ued Representative Date ❑ is Increased by Working Days ❑ is Decreased by Calendar Days =� is not changed. ❑ May be revised if the work affected the controlling operation. ot370co22 , 'i III I ' j i` \ i II ( ( 1 \ fI + ... 9.S . I II aI i j, , i I I ` 1t ' \ I 11 j � 1 / 1 ,i 4 r ". 1 II I I I - I ... l 1 I \ . / R 1 ,, 1 / 1 HAA 1 ' I I ." V - 1' 1 1 / 1 ...' - I ', \ 1 l •� _. _. _ I.A 4e -57 CRATE 60• 960.7 r I / I .. I / OR EOUIVELANT 6 'I , 1 / I ` 1 I ' \ / I - In-.- PRECAST MANHOLE SECTIONS I 1 T I! R 3fi R OVERFLOW ELEVATION RCP OUTLET PIPE I ,T 0 1 8 9 0 1 1 1 I I NORMAL WATER FLAW 1 i ;r ; .;• • ' 8 I I� I I 1� i i I I x ELEVATION - _ 1 liki ' C+ 'I 1 I I I , RF I -�••- _ 856.50 ! .� / \ I i I I I I Y 12 Min • 30 I I I /:T!I I I o HI I I I 1 , i. , ! (I I I i i I r; f ... ELEV. 850.5 1 I ( p r I) I i I I I( .76 RCP Nu.ET PIPE l ! 1 11 8 I i i I • NOTE: INTEGRAL BASE ' 1 I 1 I, I I 1 I 1 `\\\ THE OVERFLOW ELEVATION SHALL BE AT I. I 4 I I /: \ ABOVE THE PEAK 2 -TEAR STORM EVENT / ...1 j I' I I� I I I I 1 �� ELEVATION I G I I f ! I j 1 I 1 1 I = l i II r • 1/ \. SKIMMER aTR 1rrl)pc • i i 1 j L 11 I I 1 j 1 1 1 I \ No SCALE ° l I l l I I 1 II, ' \ \ \ \ � I = II 11 l ' I \\ \ 4 I l �i i 1 'II vvv�� \ `\ ill 1 ' \ \ \ vi / I i l I I Ii 1 I I 1 Y \\ �\\ \\\ REMOVE 3111 15' RCP (INCL I -6• FES) • \ • I / \ FI l I I I I I l I I I I I 1} I \\` \`� \ \ REMOVE EXIST. SKIMMER STRUCTURE \ \' 20 II '. 1 ' ` 60,04 \ (S) ( ) = I I I I � I ■ I Ftl SKIMMER STRUCTURE \ \ TO P m 8'859.07 �' P� `I ( 1 1 11 1;1 l I ' (SEE DETAIL THIS SHEET) ;'` \ \ 70P (WEIR) = e57.53 I '•, % !I/ 11 t � , i t I I ill III ; I ! (INCL a -z FE \ FILTER BLANKET (D SEC A_A / l I I FRI 4OLV ) ' ,, GRANULAR \ �* I j 1 1 (1 • 36 RCP • 6.75% i i L \ ` ! ! �, I I i l I I i 1 1 I ■ 1 I \ . RIPRAP OVERFLOW \\„,\ A 1` J i \ \' ftl 12CT RIPRAP Cl 111 � l l I 1 "�- / I WI I I I \ \ \ (SEE DETAIL THIS SHEET) ... -40- 1 ' ' 1 \ � � � • 1 l I II I I \ \ \ ' \ -' '' (' \ , • \ ��` \` \ -- a 861 :��I %�I�,'� • I ,! } l 1 l I \ `\ \� m .M° J � \ �`�ril ��1 '� �. .--L � _ ' ......b6 /r + REMOVE 17L1 IS• RCP (INCL I FES) ......,•.„,...._,, 1 1 I ' 1 I I - / / ,' I i� °`'� Y,� \�_ - `, ! = �— ` e17 � • �19��1. ; \ \ -- I A I I ` i \ \ \ � — EXIST. 33 OAP ARCM CULVERTS L_____ 10' --I j / __ ' \ 1 '' ti `• ` � FRI 1611 (INCL 7• -10• FES) \ - — — ' (LEAVE As Is) 1 I I , 1 ` I Ti, — �s, a` \ \ ' \ \ 36• RCP 0 i.25X \ i \ .. _ — I, I I ' 1 l ; �' ' \ / rT INV=655.99 • 0 SUBSRIUTE A GEOTE %RLE FABRIC. SPEC. 3601 FOR E GRANULAR FILTER THE CONTRACTOR MAY 1 ' • 1 1 `�\ `\ FES 1..a56.30 v056.30 INV=8S6.10 BLANKET UNLESS 01 S / , 1 I ; I \ 0 R THE 6 I 1 r 1 . C I ' PLANS THE FABRIC SHOULD OVER THE SPECIFIED AREA 1 I ! ° I 7 / 1 \ I T , I , \ ` ` OF THE RIPRAP I J i ! \\ \ \ RIP —RAP DETAIL DATE REVISION NO SCALE 97 l `' " IfLFO: =y{Lyp7>ty;1.7 • • new, nem, we p q yK a woe Ma °` .., , "" I . a, under ° " ° 54N^ B Hakanson Anderson Assoc., Inc. . •. p.. a uw s l ' AA 0 6 � Engineers ona Lane Surveyors R.. CRY o ' �I IIr SKIMMER REPLACEMENT snELT .a roa.an n y ry '''''''''''5 OmY R[ '4 -A27- Ave. Anoka. 7 3427 Uneven. 5 1 35A \«. \or,w w.,p_sw �. Val. 1 /0( °�= RJw 73 0 7 0 7 E 3 - E27 -5860 FAX 763 -42J -0520 C.SAN. 12 (PARRISH ST NE) Q , t.. , :: - ..,...:. ... onoaraon.corn ON TIM SAT R I V ER ROAD CITY OF OTSEGO, NINNESOTA • . • , • 1 \ ch t / / s , ill t I( i , i i IA , 1 i 1 / 48-57 ..,.. ) 1 . 60' 1 1 / I I i \ 1 I \\* 1 i ! 1 / 0 !--' •:;.7",L°:".. \ ' / I HAALA GRATE 161.7 • 1 / • : --1 - I I - - --- _I__ L. . IT/ , . --\ •-• ..... -. , OR EOUIVELANT PRECAST M 1 ni-- ANHOLE SECTIONS ' " 1 1 1 1 I, 1 , I / , \ ) '. ; . 35" RCP OUTLET PIPE OA OV • 1 • , r i I I; 1 I / . 1 ! / / / I q , , 1 . l \ /. , IT r ! g s i 1 • .1 , , 7 ri i i . i ,..-, ,..,, ROW _______...... I.. . 1ETERyIAATL,0, 856. 1 TER 1 . I 111 I 1 . N ' • - 50 IllkS ' ; i i 18 ii, I 1 ■ , 1 ,4 ' ..,. i ! . , 1 i 1 ! 4 1/1 , NtI'll;III 1 a l l: 21) .0 REY ' Ir Min . . / ' I I 1 1 . AL ELEV 854 5 I /1 ( I I P' iil l IN I l . 1 I i , ,6I , I i il f 1 .. - I 1 NOTE: 16 RCP INLET PIPE TEGRAL 1 BASE 1 I 1 / i • ' s \ . THE OVERFLOW ELEVATION SHALL BE AT OR ABOVE THE PEAK 2- YEAR STORM EVENT ELEVATION 1 1 • ; ' ! ' 1 1 1 6 I ' 1 4 i 1 1 I , ,' N, 1 1 - 11, ! 1 1 i •. . lagM10_1U j2 TR waL NO SCALE I I a 1 1 1 1 I 1 I 1 ! 1 I 1 I _ , , ■ g 1 ' 1 ' ' I , ' \\\\ \ \ -\\ e... 1 ;11 s, \.,, 4 .. 1 . 1 0 , f II • \ , I 1 ii I , \ ,\ , 1 1 / 1 1 I \ \ \ \ \ \\.„ \ . \ REMOVE 311/ 13' RCP (NCI_ 1-8' FES) ti p 1 I ■ l ' I 1 1 " I 6 - \ ----- —1 i , i I . 1 REMOVE EXIST. SKIMMER STRUCTURE 20 h N , , ,k \\\ . " ` l TOP (N) a 859.07 r RIPRAP I I I " " ! 1 I F&I SKIMMER STRUCTURE \'‘'‘ \ , \ TOP (S) 6 880.04 TOP (WEIR) a (157.53 / "t eles (SEE DETAIL THIS SHEET) \‘‘` '',,• ' , INV (N) a 854.19 \\ \„\ ' \ V (S) x 858.73 / ; 1 1 1 1 1 1 1 . ". FES INVKI132.30 VC'S •\ IN FILTER B r L ET (D ,I lt / 1 . i 'II ' I 1 111, , \\ nu 401/ (INCL 1T-2" FES) \ A I I : 1 I 1 I I 0 I ' se RCP 0 6.753 6' \\ 1 \\, \\, I ` / ' • ' i WRAP ovan.ow I 'I I i • , \ '\ 4•04/04:704 • , / ' 1 Of ; id' Il■ k \\,, ' • ' ' ' \ \ ,' F&I ITO' R1PRAP CL RI (SEE DETAX THIS SHEET) - --. ' ' ' • \ A., -ragAl I" 414% 10 • - ••■ , •0111we .: i 7,-, ‚/ \t, I 1 1 . I I \ • \\‘, \ Vit : , -7- - 7._ _.,_ -, / 1 , ow.... diLi_oro ' . ' ' \ , , 1 ''', I ' \ lit* 16 .2 4 5 • i : : , f i \ 2 <1 1 1 4:I 1,2• , N...... ''..„ ::> 6 x 861.0 ' '''' _ , - ,,'• ' REMOVE 1LE 1 5- RCP (INCL I-6* FES) , , ' --/ N. --- -- N ssN' - ''" ILIF II . . ■I ---_,_- --- ' I 41 I --. ,'' '' \ -;-' y ''',, .', .., \ --'4.------::‘7,-- .=( 1 7 \ 21 , r ....._ _ ... _,....-- \ N. s : ‘ ..., \ N., \ k I ty / ' \ ...—. EXIST. 33' CMP ARCH CULVERTS / I t- 1 ' • "---- --- — • \ , \ \ ' " \ ' -- I i ,''' - - '''' N \ ‘ \ \ N, \ \ ill 1 5tt u (649- ` Es) ' .\ 2-1 - = = --(LEAK As IS) (D THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE • • "!!', • : , ; 1 I/ • . ' / 1 , p,— — ,,,,„\ i \ , ‘. FABRIC. SPEC 3601 FOR THE GRANULAR FILTER \ 7 ,..e INV=855.99 id ', ‘ , \ \ INV.856.10 BLANKET UNLESS OTHERWISE SPECIFIED IN THE ' I , ' • , KANS. THE F ABRIC SHOULD COVER RI AREA .1,' OF THE RIPRAP. I \ 1 ! 1 . ' ' L' `f / ) \, j I ", , r If ■ 4 ! ' i 1 k o '' 1 ! i '1 ‘‘,.' • . . ' - \ \ , NO SCALE KM. 1119TALT01111164.100000smomm../........... ""='L:"'".":"L714"": 1"111:14 { OF .4 mat. wo • AK, Hakanson Anderson Assoc., Inc. SKIMMER REPLACEMENT 5nErr = ____....................... tr417.7..., , ,,,,,..., ..,,., a,. CInl Eng.nears and Land Survayara .35A a 360 Thurston ava, 76.3 Anoka. 75 3-427-0520 Minnasola 55303 C.S.A.H. 42 (PARRISH ST NE) C3 .7-----;:-47......,1111ffirillinmommaminom 0... . “..- ='11,-- 115 MUMI - Q 7 -5860 faX .n.. n o k amon-anauson cam a•asalfteNneNaae./ on rim GREAT MYER ROAD ' CITY OF OTSEGO, MINNESOTA 75 c • . .......... 1 °1 8 . ]' i W ; ! r : 1i }i , cam . •• � ' _• • L ir .� :.�s:�.� a • l , I .w � .71-1---i au age „.....,_. ., , mor ,rwrir OM ";14 iliti ,, • ICI r l 1 _t ' i t ±'1 i 1 1J ii iJ /f � y �i.'�l � ►1 a F «! tar 1. •' ` 0 :< _ : . rim / / nr 11 7 II . si i i ty, <4 .:... . 430, ..., , I .0 I 1. ` � r �� + i � 4 r ` � - - — --s. e 1 1 _ r � ! I L a O t L L. 1 ! • 1 1 r - 4 I. y�,1 i � � r a. ��i"c!� s • 4 it ,a.�' - I • -- l _ . 4 n L ! No _ l 0 y ir 4 P 4 ! ; I v i r 4 J .. + J + 1-11! �4 R { { L 4 ! 1 ! 1 • ' + J 4 * L 1 L * ',1, / ! ! r 1 Mill t I i 1 4 ; ! 1 . 1. 1 4 (14. � + L + 4 1 4 4; tr. L - a i__ A I ' 1_ L 4 `. 1 4 r . 4.` L ._.. 1 1' r ` , 4 4 4 1 / 4 ` � (} 1 k I ilk L c3 I 1 • 7 s 4— I j j , N! I ' a 1 Q / 4 r 1 s • • S - 6 V1 LI Installed Cost Estimate for Pressure Sewer System Geninis Mississippi Hills Subdivision • [HAA; MDF; 9- 20 -06] Line Installed Item Item Description Unit Quantity Cost /Unit Cost Extimate 1 Package pump system @ each home Each 8 $10,000 $80,000 2 2" pressure mains LF 4,000 $8 $32 3 2" isolation valves Each 8 $500 $4,000 4 Pressure main flushing station Each 1 $1,000 $1,000 5 Asphalt concrete pavement replacement LF 20 $10 $200 6 Automatic air release manhole stations Each 2 $3,000 $6000 7 1st Subtotal $123,200 - 8 Engineering @ 20 % 9 $ 24,640 2nd Subtotal $147,840 10 Contingency @ 20% $29.568 11 Total Estimate for Pressure Sewer System $22,176 $177,408 Notes: - - 1 Line Items 2, 3, 4, 5, 6, 8 & 10 are guesses at this time. 2 Assumes septic tank effluent is pumped from each home. Installed Cost Estimate for Conventional Sewer System Geninis Mississippi Hills Subdivision [HAA; MDF; 9- 20-06] Line Item Installed Item Description Unit Quantity Cost /Unit Cost Extimate 1 ' Package lift station for subdivision Each 1 $72,000 2 _ $72,000 Standby generator Each 1 $45,000 $45,000 3 Sitework (fence, grading, drive, etc.) Lump 1 $15,000 $15,000 4 8" gravity sewers LF 1,600 $30 $48,000 5 4' diameter manholes Each 4 6 $2,000 $8,000 3" forcemain LF 3,000 $13 $39,000 7 Forcemain flushing station Each 1 $1,200 $1,200 8 Asphalt concrete pavement replacement LF 20 $10 $2 9 I Automatic air release manhole stations Each 2 $3,000 $6,000 10 1st Subtotal $ 234,400 11 Engineering @ 20 % $46,880 12 2nd Subtotal $281,280 13 Contingency @ 20% $56256 14 Total Estimate for Conventional Sewer System $42,192 $337,536 Notes: 1 Line Items 4, 5, 6, 8, 9, 11 & 13 are guesses at this time. 2 Assumes septic tank effluent is gravity sewered from each home. ITEM 77_7 COUNCIL ITEM SCHARBER & SONS CITY COUNCIL MEETING SEPTEMBER 25, 2006 TO: Judy Hudson Attached is the Scharber & Sons 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 09 -21 -2006 $ 13.63 GRAND TOTAL $ 13.63 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 09/20/06 3:24 PM Page 1 *Check Summary Register© SEPTEMBER 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid SCHARBER & SONS $13.63 THERMOSTAT Total Checks $13.63 FILTER: None • • CITY OF OTSEGO 09/20/06 3:25 PM *Check Detail Register© Page, • SEPTEMBER 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid - 142 - 11E SCHARBE & SONS E 101 -43100 -220 Repair /Maint Supply (GENERAL) $7.77 362718 I (GENERAL) THERMOSTAT E 101 -43100 -220 Repair /Maint Supply y ( ) $5.86 362728 THERMOSTAT Total SCHARBER & SONS $13.63 10100 BANK OF ELK RIVER $13.63 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $13.63 $13.63