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12-27-04 CC
CLAIMS LIST CITY COUNCIL MEETING DECEMBER 27 2004 TO: Judy Hudson IT"EM 5.7 Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register PAYROLL 12/22/04 GRAND TOTAL 12-16-2004 $ 6,541.83 12-23-2004 $ 254,307.62 $ 24,677.74 $ 285,527.19 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 12/16/04 9:22 AM Page 1 *Check Summary Register© DECEMBER 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER Unpaid NORTHDALE CONSTRUCTION C $6,541.83 KURTTI WATERMAIN Total Checks $6,541.83 FILTER: None CITY OF OTSEGO 12/16/04 9:23 AM Page 1 *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid NORTHDALE CONSTRUCTION CO INC E 428-49400-500 Capital Outlay (GENERAL) $6,541.83 PAY 2 KURTTI WATERMAIN Total NORTHDALE CONSTRUCTION CO INC $6,541.83 10100 BANK OF ELK RIVER $6,541.83 Fund Summary 428 WEST WATER PROJ 10100 BANK OF ELK RIVER $6,541.83 $6,541.83 CITY OF OTSEGO 12/23/04 10:00 AM Page 1 *Check Summary Register© DECEMBER 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ANTHONY HOLLERMANN $38.31 REIMBURSE -ANGLE SWITCH Unpaid BOISE CASCADE OFFICE PROD $184.19 OFFICE SUPPLIES Unpaid BONESTR00 ROSENE ANDERLI $77,323.34 WEST WWTP UnPaid CASSADY ROSE $329.01 SANTA DAY REIMBURSEMENT UnPaid CHERYL LYNN ROSE $2,500.00 ESCROW REFUND UnPaid DEBBIE BEAUCHANE $18.29 SANTA TOY SACK UnPaid DESIGN ELECTRICAL CONTRAC $2,052.31 MACIVER AVE UnPaid EARL F ANDERSON INC $908.73 PRAIRIE OAKS UnPaid ECM PUBLISHERS INC $340.72 PARK & REC Unpaid GOPHER STATE ONE -CALL INC $359.95 LOCATES UnPaid GROEN GARY CPA $3,770.00 NOV 2 TO DEC 17 UnPaid HAN'S BAKERY $71.00 ROLLS - ELECTION UnPaid JACQUIE ROGNLI $875.00 NOWDEC VIEW UnPaid M.J.B. CUSTOM HOMES INC $1,000.00 9851 101ST ST LNDSCP UnPaid MARTIN BENEFIT ADMINISTRAT $50.00 MONTHLY FEE UnPaid MENARDS $593.21 SHOP SUPPLIES UnPaid MIDWEST LANDSCAPES $34.53 ESCROW REFUND UnPaid MINNEGASCO $60.53 PUMP HOUSE 3 UnPaid NORTHERN TOOL & EQUIPMEN $60.65 REPLACEMENT WINDOWS UnPaid PITNEY BOWES $429.00 INK CARTRIDGE UnPaid RICE LAKE CONSTRUCTION GR $155,169.20 WEST WWTF UnPaid SCHLUENDER CONSTRUCTION $5,967.50 SLUDGE HAULING JnPaid SOFTRONICS $1,136.32 COMPUTER WORK/LABOR UnPaid SURPLUS SERVICES $39.00 OFFICE SUPPLIES UnPaid THE LOGO OUTFITTERS $622.77 BLDG DEPT SHIRTS UnPaid WRIGHT COUNTY AUDITOR -TRE $294.18 MEMORY CARD PROGRAMMING UnPaid XEROX CORPORATION $79.88 STAPLES FOR COPIER Total Checks $254,307.62 FILTER: None CITY OF OTSEGO 12/23/04 10:06 AM Page 1 *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ANTHONY HOLLERMANN E101-43100-220 Repair/Maint Supply (GENERAL) $38.31 REIMBURSE - ANGLE SWITCH Total ANTHONY HOLLERMANN $38.31 Unpaid BOISE CASCADE OFFICE PRODUCTS E101-41400-201 Office Supplies E 101-41400-201 Office Supplies E 101-41400-201 Office Supplies Total BOISE CASCADE OFFICE PRODUCTS $1.36 307099 OFFICE SUPPLIES $106.05 542286 OFFICE SUPPLIES $76.78 683228 OFFICE SUPPLIES $184.19 Unpaid BONESTROO ROSENE ANDERLIK E 430-43256-302 Engineering Fees $20,127.85 114856 WEST WWTP E 432-43256-302 Engineering Fees $57,195.49 114857 EAST WWTP III Total BONESTROO ROSENE ANDERLIK $77,323.34 Unpaid CASSADY ROSE E 101-45250-440 Recreation Programming $329.01 SANTA DAY REIMBURSEMENT Total CASSADY ROSE $329.01 Unpaid CHERYL LYNN ROSE E 702-41400-310 Miscellaneous $2,500.00 ESCROW REFUND Total CHERYL LYNN ROSE $2,500.00 npaid DEBBIE BEAUCHANE E 101-45250-440 Recreation Programming $18.29 SANTA TOY SACK Total DEBBIE BEAUCHANE $18.29 Unpaid DESIGN ELECTRICAL CONTRACTORS E 427-43100-530 Improvements Other Than Bldgs $2,052.31 7046 MACIVER AVE Total DESIGN ELECTRICAL CONTRACTORS $2,052.31 Unpaid EARL F ANDERSON INC R 101-34301 Street, Sidewalk and Curb Fees $419.69 63592 PRAIRIE OAKS E 101-43100-393 Street Signs $489.04 63621 STREET SIGNS Total EARL F ANDERSON INC $908.73 Unpaid ECM PUBLISHERS INC E 101-45250-350 Print/Binding (GENERAL) $182.32 180886 PARK & REC E 101-41400-350 Print/Binding (GENERAL) $158.40 181129 AD- EAST WWTP BID Total ECM PUBLISHERS INC $340.72 Unpaid GOPHER STATE ONE -CALL INC E250-42410-310 Miscellaneous $359.95 4110654 LOCATES Total GOPHER STATE ONE -CALL INC $359.95 Unpaid GROEN GARY CPA E 101-41600-390 Contracted Services $3,770.00 NOV 2 TO DEC 17 Total GROEN GARY CPA $3,770.00 Unpaid HAN'S BAKERY E 101-41410-205 Election Supplies $71.00 1482 ROLLS - ELECTION Total HAN'S BAKERY $71.00 Unpaid JACQUIE ROGNLI E 101-41400-347 Newsletter $875.00 2004-07 NOV/DEC VIEW Total JACQUIE ROGNLI $875.00 Unpaid M.J.B. CUSTOM HOMES INC �� CITY OF OTSEGO 12/23/04 10:06 AM Page 2 *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment E 702-41400-310 Miscellaneous $1,000.00 9851 101ST ST LNDSCP Total M.J.B. CUSTOM HOMES INC $1,000.00 Unpaid MARTIN BENEFIT ADMINISTRATORS E 1.01-41400-390 Contracted Services $50.00 3998 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $50.00 Unpaid MENARDS E 101-43100-403 Improvements to Bldgs E 101-43100-240 Small Tools and Minor Equip E 101-43100-203 Supplies - General E 101-43100-203 Supplies - General E 101-43100-203 Supplies - General Total MENARDS Unpaid MIDWEST LANDSCAPES $252.68 22182 BLDG MAINT $38.80 22182 SKILSAW $61.29 22480 SHOP SUPPLIES $67.62 22611 SHOP SUPPLIES $172.82 23505 SHOP SUPPLIES $593.21 G 701-22407 MIDWEST LANDSCAPE $34.53 ESCROW REFUND Total MIDWEST LANDSCAPES $34.53 Unpaid MINNEGASCO E 601-49400-322 Utilities $60.53 PUMP HOUSE 3 Total MINNEGASCO $60.53 Unpaid NORTHERN TOOL & EQUIPMENT CO E101-43100-203 Supplies -General $18.07 0193042094 REPLACEMENT WINDOWS E 101-43100-220 Repair/Maint Supply (GENERAL) $42.58 0194050020 TRACTOR LIGHTS Total NORTHERN TOOL & EQUIPMENT CO $60.65 Unpaid PITNEY BOWES E101-41400-203 Supplies -General $78.00 345462 INK CARTRIDGE E101-41400-413 Office Equipment Rental $351.00 4705027-DC04 POSTAGE MACHINE Total PITNEY BOWES $429.00 Unpaid RICE LAKE CONSTRUCTION GROUP E 430-43256-500 Capital Outlay (GENERAL) $155,169.20 PAY 13 WEST WWTF Total RICE LAKE CONSTRUCTION GROUP $155,169.20 Unpaid SCHLUENDER CONSTRUCTION E 602-49450-419 SLUDGE HAULING $5,967.50 11235 SLUDGE HAULING Total SCHLUENDER CONSTRUCTION $5,967.50 Unpaid SOFTRONICS E 101-41400-390 Contracted Services $568.16 2106 COMPUTER WORK/LABOR E 250-42410-390 Contracted Services $568.16 2106 COMPUTER WORKILABOR Total SOFTRONICS $1,136.32 Unpaid SURPLUS SERVICES E101-43100-203 Supplies -General $39.00 5210 OFFICE SUPPLIES Total SURPLUS SERVICES $39.00 Unpaid THE LOGO OUTFITTERS E 250-42410-203 Supplies - General $622.77 1523 BLDG DEPT SHIRTS Total THE LOGO OUTFITTERS $622.77 Unpaid WRIGHT COUNTY AUDITOR -TREASURE E101-41410-205 Election Supplies $294.18 ELECTIONS 0 MEMORY CARD PROGRAMMING Total WRIGHT COUNTY AUDITOR -TREASURE $294.18 Unpaid XEROX CORPORATION E 101-41400-201 Office Supplies $79.88 189652030 STAPLES FOR COPIER CITY OF OTSEGO 12/23/04 10:06 AM Page 3 *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment Total XEROX CORPORATION $79.88 10100 BANK OF ELK RIVER $254,307.62 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 427 MACIVER/70TH ST ACCESS 430 West Trtmnt Plant -Phase 1 432 East WWTP Phase III 601 WATER FUND 602 SEWER FUND 701 DEVELOPMENT ESCROWS FUND 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $8,649.33 $1,550.88 $2,052.31 $175,297.05 $57,195.49 $60.53 $5,967.50 $34.53 $3,500.00 $254,307.62 CLAIMS LIST CITY COUNCIL MEETING DECEMBER 27 2004 ADDITIONAL CLAIMS 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 12-27-2004 $ 195,169.22 GRAND TOTAL $ 195,169.22 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 12/27/04 4:21 PM Page 1 *Check Summary Register©. DECEMBER 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AIRGAS, INC. UnPaid CITY OF MONTICELLO Unpaid COURI MACARTHUR LAW OFFIC UnPaid ECM PUBLISHERS INC Unpaid ELK RIVER PRINTING & PARTY UnPaid EMPLOYER PLAN SERVICES IN Unpaid FORTIS BENEFITS INSURANCE UnPaid HAKANSON ANDERSON ASSOC UnPaid ICMA RETIREMENT TRUST UnPaid LONG & SONS Unpaid MERGES ANDREW UnPaid MINNESOTA LIFE UnPaid PEOPLE SERVICE INC. UnPaid PUBLIC EMPLOYEES RETIREME UnPaid RANDY'S SANITATION UnPaid REED BUSINESS INFORMATION UnPaid RMR SERVICES, INC UnPaid TIM ROCHEL UnPaid WRIGHT COUNTY AUDITOR -TRE UnPaid WRIGHT COUNTY HIGHWAY DE UnPaid WRIGHT-HENNEPIN CO-OP ELE FILTER: None $57.89 OXYGEN $116.00 ANIMAL CONTROL - NOV $9,015.50 GENERAL $222.20 THE VIEW $27.69 LEMON STOCK PAPER $648.21 FINANCE - JAN $189.90 ADMIN - JAN $147,437.19 ARBOR CRK $422.31 PPE 12/18 CK DTD 12/22 $448.37 CARPET CLEANING $240.48 04 CONTINUING ED $164.50 ADMIN - JAN $20,599.00 MONTHLY SERVICE - JAN $2,148.07 PPE 12/18 CK DTD 12/22 $141.79 8899 NASHUA $164.26 EAST WWTF $6,544.96 METERS $570.82 MISC SUPPLIES $100.00 JUDY - NOTARY $5,706.41 SALT $203.67 REPAIR OVERHEAD LIGHT Total Checks $195,169.22 CITY OF OTSEGO *Check Detail Register© DECEMBER 2004 12/27/04 4:28 PM Page 1 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AIRGAS, INC. E101-43100-210 Operating Supplies (GENERAL) $57.89 105188264 OXYGEN Total AIRGAS, INC. $57.89 Unpaid CITY OF MONTICELLO E 101-42710-390 Contracted Services $116.00 7808 ANIMAL CONTROL - NOV Total CITY OF MONTICELLO $116.00 Unpaid COURT MACARTHUR LAW OFFICE E 427-43100-301 Legal Services $804.00 MACIVER , G 701-22401 ZIMMERFARMS 3RD $972.00 ZIMMER 2,3 G 701-22400 EWATERFRONTPUD/AMEND $796.50 WATERFRONT EAST G 701-22315 OTSEGO MEADOWS GOLF $513.00 RIVERWOOD NATIONAL G 701-22394 DUERR PROP $513.00 DUERR G 701-22392 MISSISSIPPI COVE $418.50 MISS COVE G 701-22415 NORIN'S LANDING $337.50 NORIN LANDING G 701-21980 Hidden Creek Trail Subd $175.50 HIDDEN CRK TRAIL G 701-22419 ZIMMER 4TH $135.00 ZIMMER FARMS 4 G 701-22393 THE VILLAGE CONCEPT PLAN $1,120.50 REMINGTON COVE G 701-22413 OTSEGO PRESERVE II $81.00 OTSEGO PRES 2 E 426-43100-301 Legal Services $797.50 QUADAY E 406-43100-301 Legal Services $52.50 DRAINAGE 2003 E 250-42410-.301 Legal Services $210.00 ADMIN ENFORCEMENT E 101-41700-301 Legal Services $1,723.00 GENERAL E 101-41700-301 Legal Services $73.50 DATA PRACTICES E 101-41700-301 Legal Services $52.50 MISSISSIPPI RAVINE E 101-41700-301 Legal Services $52.50 BONDING E 101-41700-301 Legal Services $52.50 ASLESON/BEGIN G 701-22409 PLEASANT CRK 3RD $135.00 PLEASANT CRK 3 Total COURI MACARTHUR LAW OFFICE $9,015.50 Unpaid ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $49.50 181570 NOTICE OF PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $49.50 181571 ORDINANCE E 101-41400-347 Newsletter $123.20 181705 THE VIEW Total ECM PUBLISHERS INC $222.20 Unpaid ELK RIVER PRINTING & PARTY PLU E 250-42410-350 Print/Binding (GENERAL) $27.69 20530 LEMON STOCK PAPER Total ELK RIVER PRINTING & PARTY PLU $27.69 Unpaid EMPLOYER PLAN SERVICES INC E 101-41600-123 Health $28.09 FINANCE - JAN E 101-43100-123 Health $159.89 PW - JAN E 101-41400-123 Health $223.64 ADMIN - JAN E 250-42410-123 Health $236.59 BLDG - JAN Total EMPLOYER PLAN SERVICES INC $648.21 Unpaid FORTIS BENEFITS INSURANCE CO E101-41600-130 Employer Paid Ins (GENERAL) $13.50 FINANCE - JAN E 250-42410-130 Employer Paid Ins (GENERAL) $81.90 BLDG - JAN E 101-41400-130 Employer Paid Ins (GENERAL) $54.00 ADMIN - JAN E101-43100-130 Employer Paid Ins (GENERAL) _ $40.50 PW - JAN Total FORTIS BENEFITS INSURANCE CO $189.90 Unpaid HAKANSON ANDERSON ASSOC INC G 701-22315 OTSEGO MEADOWS GOLF $6,678.83 12463 RIVERWOOD NATIONAL G701-22321 RIVERPOINTE 2ND12464 $235.39 RIVERPOINTE 2ND CITY OF OTSEGO 12/27/04 4:28 PM Page 2 *Check Detail Register© DECEMBER 2004 g G 701-22346 HOTEL/WATERPARK Check Amt Invoice Comment G 701-22324 RIVERPOINTE 3 $274.69 12465 RIVERPOINTE 3RD G 701-22349 ARBOR CREEK $296.16 12466 ARBOR CRK G 701-22380 RIVERPLACE 1ST $373.13 12468 RIVERPLACE G 701-22371 PHEAST RIDGE 8 $46.19 12469 PR 8TH G 701-22369 DR H ZIMMER PROP $10,225.43 12471 ' ZIMMER FARMS G 701-22377 OTSEGO WEST PP $154.61 12472 OTSEGO PRESERVE G 701-22387 ARBOR PLACE PPREZONE $71.50 12473 ARBOR PLACE G 701-22398 PRAIRIE OAKS $856.78 12474 PRAIRIE OAKS G 701-22392 MISSISSIPPI COVE $45.00 12478 MISSISSIPPI COVE G 701-22401 ZIMMERFARMS 3RD $179.21 12479 ZIMMER FARMS 3 E 428-49400-302 Engineering Fees $77.25 12480 KURTTI E 499-49400-302 Engineering Fees $1,224.38 12481 WELL HEAD PROT E 101-41560-302 Engineering Fees $622.50 12484 STAFF MEETING E 101-41560-302 Engineering Fees $165.00 12485 ALBERTVILLE/OTSEGO E 101-41400-348 Maps $1,734.57 12486 GOPHER ONE CALL MAPS E 430-43256-302 Engineering Fees $338.10 12490 WEST SEWER E 429-43256-302 En ineering Fees $300.00 12491 EAST WWTF g G 701-22346 HOTEL/WATERPARK $360.00 12492 HOTEL WATERPARK G 701-22402 WATERFRONT 4 HEMPEL $45.00 12493 HEMPLE G 701-22415 NORIN'S LANDING $1,734.39 12494 NORINS LANDING E 101-41560-302 Engineering Fees $732.94 12497 MSAA E 435-43100-302 Engineering Fees $145.13 12498 PAGE 39 TO 85 E 250-42410-311 Ping & Eng. - 101Traffic Study $273.75 12499 TRUNK HWY 101 E 101-41560-302 Engineering Fees $86.25 12500 WETLANDS 1991 E 101-41560-302 Engineering Fees $10,002.78 12502 MISSISSIPPI RAVINE G 701-22389 TMOBILE CUP $90.00 12504 T -MOBILE E 101-41560-302 Engineering Fees $225.00 12504 MISC G 701-22370 KC TRUNK UTIL IMP $1,892.35 12505 KC TRUNK WATER/SEWER G 701-22406 KITCROSS 5/6 $12,968.32 12506 KITT 5,6 G 701-22393 THE VILLAGE CONCEPT PLAN $2,285.58 12508 REMINGTON COVE E 203-45210-302 Engineering Fees $377.65 12509 PRAIRIE PARK WELL G 701-22394 DUERR PROP $3,724.40 12510 DUERR - HERITAGE G 701-22396 ARBOR CREEK 2ND $13,323.00 12513 ARBOR CRK 2 G 701-22408 Prairie Creek 6th $6,892.09 12514 PC 6TH G 701-22374 KITTREDGE FINAL $3,331.14 12515 KITT 2,3,4 G 701-22366 MARTIN FARMS $24,694.21 12516 MARTIN FARMS E 42849400-302 Engineering Fees $600.02 12517 WEST PUMP HOUSE E 101-41560-302 Engineering Fees $622.50 12519 MISC ENG G701-22419 ZIMMER 4TH $900.82 12520 ZIMMER FARMS 4 E 101-41560-302 Engineering Fees $149.54 12521 CITY MAP E 101-43100-302 Engineering Fees $1,580.70 12522 PUBLIC WORKS E 430-43256-302 Engineering Fees $281.25 12525 WEST LIFT STATION E1 G 701-22356 KITTR CROSS PPRZ $775.39 12527 KITT COSSING G 701-22361 SUN RAY FARMS $5,130.36 12528 SUNRAY FARMS G 701-22413 OTSEGO PRESERVE II $439.50 12556 OTS PRESERVE 2 G 701-22409 PLEASANT CRK 3RD $5,869.40 12557 PLEASANT CRK 3 G 701-22397 SUNRAY FARMS 2ND $814.13 12558 SUNRAY FARMS E 426-43100-302 Engineering Fees $23,190.88 12559 MACIVER Total HAKANSON ANDERSON ASSOC INC $147,437.19 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $230.00 PPE 12/18 CK DTD 12/22 E 101-41400-121 PERA $192.31 PPE 12/18 CK DTD 12/22 Total ICMA RETIREMENT TRUST $422.31 Unpaid LONG & SONS E 101-41940-389 Cleaning Services Total LONG & SONS $448.37 04-83 CARPET CLEANING $448.37 C. CITY OF OTSEGO *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment NDREW — _-_---------.—_----- 12/27/04 4:28 PM Page 3 E 101-41550-360 Education/Training/Conferences $240.48 04 CONTINUING ED Total MERGES ANDREW $240.48 Unpaid MINNESOTA LIFE E 250-42410-130 Employer Paid Ins (GENERAL) $32.60 BLDG - JAN E 101-41600-130 Employer Paid Ins (GENERAL) $4.10 FIN - JAN E 101-41400-130 Employer Paid Ins (GENERAL) $22.10 ADMIN - JAN E 101-43100-130 Employer Paid Ins (GENERAL) $105.70 PW - JAN Total MINNESOTA LIFE $164.50 Unpaid PEOPLE SERVICE INC. E 601-49400-390 Contracted Services $5,411.36 8732 MONTHLY SERVICE - JAN E 602-49450-390 Contracted Services $15,187.64 8732 MONTHLY SERVICE - JAN Total PEOPLE SERVICE INC. $20,599.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-41600-121 PERA $71.66 PPE 12/18 CK DTD 12/22 E 250-42410-121 PERA $454.20 PPE 12/18 CK DTD 12/22 E 101-41400-121 PERA $250.25 PPE 12/18 CK DTD 12/22 E 101-43100-121 PERA $341.39 PPE 12/18 -CK DTD 12/22 G 101-21704 PERA $1,030.57 PPE 12/18 CK DTD 12/22 Total PUBLIC EMPLOYEES RETIREMENT FD $2,148.07 Jnpaid RANDY'S SANITATION Garbage Service $58.97 13474 95TH ST .E101-43100-325 E 101-41940-325 Garbage Service $82.82 8899 NASHUA Total RANDY'S SANITATION $141.79 Unpaid REED BUSINESS INFORMATION E 432-43256-350 Print/Binding (GENERAL) $164.26 2776523 EAST WWTF Total REED BUSINESS INFORMATION $164.26 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $6,544.96 2004-163 METERS Total RMR SERVICES, INC $6,544.96 Unpaid TIM ROCHEL E 250-42410-320 Telephone $180.00 PHONE E 250-42410-321 Mileage/Travel $325.23 MILEAGE E 250-42410-203 Supplies - General $65.59 MISC SUPPLIES Total TIM ROCHEL $570.82 Unpaid WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-310 Miscellaneous $100.00 JUDY.- NOTARY Total WRIGHT COUNTY AUDITOR -TREASURE $100.00 Unpaid WRIGHT COUNTY HIGHWAY DEPT E 101-43100-393 Street Signs $57.71 4416 POSTS E101-43100-372 Salt & Sand $5,648.70 4417 SALT Total WRIGHT COUNTY HIGHWAY DEPT $5,706.41 Unpaid WRIGHT-HENNEPIN CO-OP ELECTRIC E 101-43160-322 Utilities $203.67 13830 REPAIR OVERHEAD LIGHT Total WRIGHT-HENNEPIN CO-OP ELECTRIC $203.67 10100 BANK OF ELK RIVER $195,169.22 CITY OF OTSEGO 12/27/04 4:28 PM Page 4 *Check Detail Register© DECEMBER 2004 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $27,880.29 203 PARK DEVELOPMENT $377.65 250 BUILDING PERMIT FEES $1,887.55 406 Lefebvre Watershed $52.50 426 Quaday & 78th PROJECT $23,988.38 427 MACIVER/70TH ST ACCESS $804.00 428 WEST WATER PROJ $677.27 429 WWTP-East Phase 2 $300.00 430 West Trtmnt Plant -Phase 1 $619.35 432 East WWTP Phase III $164.26 435 85th Street Project - East $145.13 499 WELLHEAD PROTECTION PROJECT $1,224.38 601 WATER FUND $11,956.32 602 SEWER FUND $15,187.64 701 DEVELOPMENT ESCROWS FUND $109,904.50 $195,169.22 Bonestroo Rosene 0 Anderlik & Associates Engineers & Architects December 7, 2004 City of Otsego 8899 Nashua Avenue NE Otsego, MN. 55330 Attention: Judy Hudson 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.cbm ITEM 5_2 RE: File No. 503-02-107 West Wastewater Treatment Plant invoice No. 131-1485,11E; For Professional Services Rendered October 3, 2004 through October 30, 2004 General engineering services performed for West Wastewater Treatment Plant Project - Construction Phase Senior Principal 5.0 Hrs. @ $117.00 $585.00 Project Manager 13.5 Hrs. @ $109.00 1,471.50 Registered Engineer 11.0 Hrs. @ $98.00 1,078.00 Registered Engineer 30.5 Hrs. 0 $92.00 2,806.00 Senior Crew Chief 1.0 Hrs. @ $85.00 85.00 Senior Designer 3.5 Hrs. @ $83.00 290.50 Field Supervisor 55.0 Hrs. @ $77.00 4,235.00 Senior Inspector 96.0 Hrs. @ $77.00 7,392.00 Crew Chief 8.5 Hrs. @ $64.00 544.00 Inspector 6.0 Hrs. @ $57.00 342.00 Project Tech 2.0 Hrs. @ $45.00 90.00 Technician 11.5 Hrs. @ $39.00 448.50 Subtotal $19,367.50 Direct Project Expenses Mileage $576.05 Total Station Equipment 5.5 Hrs. @ $25.00 137.50 Telephone 46.80 Subtotal 760.35 Total Amount Due This Invoice $20,127.85 All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik 8t Associates, Inc. 12% after 30 days. /declare under penalties of perjury that I am the person making the within claim; that I have examined said claim and that the same is just and true; that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed by law; and that no part of said claim has been paid. The effect of this verification shall be the same as if by subscribed and swom to under oath. Signature of Claimant • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI il Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bonestroo JA Rosene Anderlik & Associates Engineers & Architects December 3, 2004 City of Otsego 8899 Nashua Ave. NE Otsego, MN 55330-7314 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651.636-1311 www.bonestroo.com j DEC W � li1(14 I Re: File No.. 503-04-108 East WWTP Phase III Invoice No. 4 F- r' For Professional Services Rendered From October 3, 2004 Through October 30, 2004 Partial preparation of plans and specifications for the East Wastewater Treatment Facility Lump Sum Agreement $381,000.00 Percent Complete 85%b $323,850.00 Less: Previously Invoiced (266,700.00) Subtotal $57,150.00 Direct Project Expenses Mileage 23.78 Telephone Expense 20.21 Color Copies 1.50 Subtotal 45.49 Total Amount Due This Invoice $57.195.49 All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik & Associates, Inc. 12% after 30 days. I declare under penalties of perjury that 1 am the person making the within claim; that I have examined said claim and that the same is just and true; that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed bylaw; and that no part of said claim has been paid. The effect of this verification shall be the same as if b subscribed and swom to under oath. Signature of Claimant • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bonestroo C Rosene Anderlik & Associates Engineers & Architects December 7, 2004 City of Otsego Judy Hudson 8899 Nashua Ave NE Otsego, MN 55330 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.com Re: West Wastewater Treatment Facility City of Otsego BRA Project No. 503-02-107 Dear Ms. Hudson: Enclosed are four (4) copies of Pay Request No. 13 for the West Wastewater Treatment Facility project. This pay request is for work completed through December 7, 2004, 2004. The total amount of this pay request is $155,169.20. The amount in the escrow account for this project is being reduced to $65,000.00, which is reflected in the amount paid previously and includes the reduction in escrow of $249,056. Therefore, one check to the Contractor in the amount of $155,169.20 could be issued and no check will be required for escrow for this pay request. If you have any questions regarding this pay request, please call me at (65 1) 604-4891. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. !J Stephen Alm, P.E. Enclosures • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bonestroo 0 Rosene Anderlik & Associates Engineers & Architects T A `ems CUP;.4 i y h �R- YOUR F4,1"F owner: City of Otsego, 8899 Nashua Ave. NE, Otsego, MN 55330 Date: December 7, 2004 =or Period: 11/9/2004 to 12/7/2004 Request No: 13 'ontractor: Rice Lake Construction Group, 22360 County Road 12, Deerwood, MN 56444 CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO WASTEWATER TREATMENT FACILITY BRA FILE NO. 503-02-107 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 65,000.00 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Approved by Contractor: RICE LAKE CONSTRUCTION GROUP Specified Contract Completion Date: October 29, 2004 50302107REQ 13.xis $ 6,384,000.00 $ 142,860.00 $ 0.00 $ 6,526,860.00 $ 6,436,293.00 $ 0.00 $ 6,436,293.00 $ 65,000.00 $ 6,371,293.00 $ 6,216,123.80 $ 0.00 13 $ 155,169.20 Approved by Owner: CITY OF OTSEGO Date: REQUEST FOR PAYMENT 'ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 DATE: November 26, 2004 REQUEST FOR PAYMENT NO.: 13 FOR PERIOD: 10/31/04 thru 11/27/04 CONTRACTOR: RICE LAKE CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 SUMMARY: ORIGINAL CONTRACT AMOUNT CHANGE ORDER - Addition CHANGE ORDER - Deduction REVISED CONTRACT AMOUNT VALUE COMPLETED TO DATE PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST FOR PAYMENT ESCROW ACCOUNT: PREVIOUS AMOUNT IN ESCROW 314,056.00 RELEASE FROM ESCROW ACCOUNT (249 056.00) TOTAL AMOUNT IN ESCROW ACCOUNT 65,000.00 148,440.00 0.00 6,384,000.00 6,532,440.00 6,436,293.00 6,281,124.00 155,169.00 Submitted: Rice Lake Construction Group — (/�L� 11/26) Wad -e Leonard Date Recommended: Bonestroo, Rosene, Anderlik & Assoc. Stephan L. Alm, P.E. Date Approved: City of Otsego Date REQUEST FOR PAYMENT RICE LAKE CONSTRUCTION GROUP P.O. BOX 517, 22360 COUNTY ROAD 12 DEERWOOD, MN 56444 DATE: November 26, 2004 REQUEST FOR PAYMENT NO.: 13 WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 --CONTRACT AMOUNT- --ESTIMATE AMOUNT -- QUANTITY QUANTITY QUANTITY AMOUNT ITEM # DESCRIPTION QTY U/M UNIT TOTAL PREV. THIS EST. TO DATE TO DATE 1010 MOBILIZATION 1 LS 244,800.00 244,800.00 1.00 1.00 244,800.00 1020 PERFORMANCE BOND 1 LS 72,270.00 72,270.00 1.00 1.00 72,270.00 1030 PROJECT INSURANCE 1 LS 9,230.00 9,230.00 1.00 1.00 9,230.00 1080 DEMOBILIZATION 1 LS 5,800.00 5,800.00 0.34 0.56 0.90 5,220.00 2200 EARTHWORK A Lump Sum 1 LS 487,000.00 487,000.00 0.99 0.01 1.00 487,000.00 e Remove Unsuitable Materials 1,000 CY 6.00 6,000.00 0.00 0.00 - c Install Granular Materials 1,000 CY 14.00 14,000.00 0.00 0.00 - 2320 SITE PIPE A Pipe Materials 1 LS 198,870.00 198,870.00 1.00 1.00 198,870.00 a Precast Manholes 1 LS 24,360.00 24,360.00 1.00 1.00 24,360.00 c Castings 1 LS 1,330.00 1,330.00 1.00 1.00 1,330.00 D Installation 1 LS 242,350.00 242,350.00 1.00 1.00 242,350.00 2630 STORM DRAINAGE A Pipe Materials 1 LS 8,060.00 8,060.00 1.00 1.00 8,060.00 B Installation 1 LS 5,600.00 5,600.00 1.00 1.00 5,600.00 2635 DRAIN TILE A Pipe Materials 1 LS 14,630.00 14,630.00 1.00 1.00 14,630.00 B Installation 1 LS 16,600.00 16,600.00 1.00 1.00 16,600.00 2820 RETAINING WALLS 1 LS 8,000.00 8,000.00 1.00 1.00 8,000.00 2830 FENCE & GATES 1 LS 25,990.00 25,990.00 0.90 0.10 1.00 25,990.00 2920 SEEDING & SODDING 1 LS 28,750.00 28,750.00 0.00 0.95 0.95 27,312.00 2930 LANDSCAPING 1 LS 20,480.00 20,480.00 0.10 0.85 0.95 19,456.00 3200 REINFORCING STEEL A Materials 325 TON 504.00 163,800.00 325.00 325.00 163,800.00 B Installation 325 TON 430.00 139,750.00 325.00 325.00 139,750.00 3300 CONCRETE WORK A Pretreatment Building 469 CY 484.00 226,996.00 469.00 469.00 226,996.00 B Anaerobic Basin 200 CY 484.00 96,800.00 200.00 200.00 96,800.00 c Oxidation Ditch 516 CY 484.00 249,744.00 516.00 516.00 249,744.00 D Clarifier No. 1 230 CY 484.00 111,320.00 230.00 230.00 111,320.00 E Clarifier No. 2 230 CY 484.00 111,320.00 230.00 230.00 111,320.00 F Final Clarifier Splitter Box 11 CY 484.00 5,324.00 11.00 11.00 5,324.00 c Sludge Thickening Building 522 CY 484.00 252,648.00 522.00 522.00 252,648.00 H Aerobic Digesters 152 CY 484.00 73,568.00 152.00 152.00 73,568.00 i Sludge Storage Tank 610 CY 484.00 295,240.00 610.00 610.00 295,240.00 .i U. V. Building 186 CY 484.00 90,024.00 186.00 186.00 90,024.00 K Control Building 112 CY 484.00 54,208.00 112.00 112.00 54,208.00 L Misc. Concrete 42 CY 484.00 20,328.00 42.00 42.00 20,328.00 3400 PRECAST CONCRETE 1 LS 36,800.00 36,800.00 1.00 1.00 36,800.00 4200 MASONRY A Materials 1 LS 31,860.00 31,860.00 1.00 1.00 31,860.00 B Installation 1 LS 51,030.00 51,030.00 1.00 1.00 51,030.00 5500 MISC. METALS A Materials 1 LS 123,000.00 123,000.00 1.00 1.00 123,000.00 B Installation 1 LS 33,550.00 33,550.00 1.00 1.00 33,550.00 6100 ROUGH CARPENTRY A Pretreatment Building 1 LS 18,670.00 18,670.00 1.00 1.00 18,670.00 B Sludge Thickening Building 1 LS 20,870.00 20,870.00 1.00 1.00 20,870.00 c U. V. Building 1 LS 12,510.00 12,510.00 1.00 1.00 12,510.00 D Control Building 1 LS 17,220.00 17,220.00 1.00 1.00 17,220.00 6110 PLYWOOD ROOF MATERIALS A Pretreatment Building 1 LS 5,790.00 5,790.00 1.00 1.00 5,790.00 B Sludge Thickening Building 1 LS 12,310.00 12,310.00 1.00 1.00 12,310.00 c U. V. Building 1 LS 5,430.00 5,430.00 1.00 1.00 5,430.00 D Control Building 1 LS 12,670.00 12,670.00 1.00 1.00 12,670.00 6190 WOOD TRUSSES A Pretreatment Building 1 LS 6,930.00 6,930.00 1.00 1.00 6,930.00 e Sludge Thickening Building - 1 LS 14,720.00 14,720.00 1.00 1.00 14,720.00 c U. V. Building 1 LS 6,490.00 6,490.00 1.00 1.00 6,490.00 D Control Building 1 LS 15,160.00 15,160.00 1.00 1.00 15,160.00 6630 FRP COVERS A Materials 1 LS 69,400.00 69,400.00 1.00 1.00 69,400.00 e Installation 1 LS 14,240.00 14,240.00 1.00 1.00 14,240.00 7110 WATERPROOFING 1 LS 6,750.00 6,750.00 1.00 1.00 6,750.00 7200 RIGID INSULATION A Pretreatment Building 1 LS 1,170.00 1,170.00 1.00 1.00 1,170.00 B Sludge Thickening Building 1 LS 1,560.00 1,560.00 1.00 1.00 1,560.00 c U. V. Building 1 LS 1,170.00 1,170.00 1.00 1.00 1,170.00 D Control Building 1 LS 1,710.00 1,710.00 1.00 1.00 1,710.00 7212 BATT INSULATION A Pretreatment Building 1 LS 1,920,00 1,920.00 1.00 1.00 1,920.00 e Sludge Thickening Building 1 LS 3,590.00 3,590.00 1.00 1.00 3,590.00 c U. V. Building 1 LS 1,940.00 1,940.00 1.00 1.00 1,940.00 D Control Building 1 LS 3,460.00 3,460.00 1.00 1.00 3,460.00 7310 SHINGLES A Pretreatment Building 1 LS 3,420.00 3,420.00 1.00 1.00 3,420.00 B Sludge Thickening Building 1 LS 7,280.00 7,280.00 1.00 1.00 7,280.00 c U. V. Building 1 LS 3,210.00 3,210.00 1.00 1.00 3,210.00 D Control Building 1 LS 7,490.00 7,490.00 1.00 1.00 7,490.00 7460 METAL SIDING A Pretreatment Building 1 LS 37,850.00 37,850.00 1.00 1.00 37,850.00 B Sludge Thickening Building 1 LS 22,200.00 22,200.00 1.00 1.00 22,200.00 c U. V. Building 1 LS 24,610.00 24,610.00 1.00 1.00 24,610.00 D Control Building 1 LS 22,640.00 22,640.00 1.00 1.00 22,640.00 7920 CAULKING 1 LS 7,950.00 7,950.00 0.85 0.15 1.00 7,950.00 8110 H.M.& FRP DOORS A Materials 14 EA 2,370.00 33,180.00 14.00 14.00 33,180.00 B Installation 14 EA 225.00 3,150.00 14.00 14.00 3,150.00 8330 OVERHEAD DOORS 2 EA 3,900.00 7,800.00 0.00 0.00 - 8500 ALUMINUM ENTRANCES 1 LS 23,660.00 23,660.00 1.00 1.00 23,660.00 9510 ACOUSTICAL CEILING 1 LS 6,140.00 6,140.00 0.50 0.50 1.00 6,140.00 9800 PAINTING 1 LS 96,400.00 96,400.00 0.90 0.05 0.95 91,580.00 10165 TOILET COMPARTMENTS A Materials 1 LS 470.00 470.00 1.00 1.00 470.00 B Installation 1 LS 280.00 280.00 0.00 1.00 1.00 280.00 10200 LOUVERS A Materials 19 EA 100.00 1,900.00 18.00 19.00 1,900.00 B Installation 19 EA 120.00 2,280.00 19.00 19.00 2,280.00 10400 PLASTIC SIGNS A Materials 1 LS 2,380.00 2,380.00 1.00 1.00 2,380.00 B Installation 1 LS 470.00 470.00 0.00 0.00 - 10500 LOCKERS A Materials 1 LS 2,800.00 2,800.00 0.17 0.83 1.00 2,800.00 e Installation 1 LS 350.00 350.00 0.00 1.00 1.00 350.00 10520 FIRE EXTINGUISHERS A Materials 11 EA 70.00 770.00 11.00 11.00 770.00 B Installation 11 EA 20.00 220.00 0.00 11.00 11.00 220.00 10650 DECORATIVE FENCE 1 LS 11,800.00 11,800.00 0.00 1.00 1.00 11,800.00 10800 TOILET ACCESSORIES A Materials 1 LS 660.00 660.00 1.00 1.00 660.00 e Installation 1 LS 180.00 180.00 0.00 1.00 1.00 180.00 11117 VORTEX GRIT PUMP 1 EA 8,230.00 8,230.00 1.00 1.00 8,230.00 11205 SCREW CONVEYOR & ROTARY DRUM A Materials 1 LS 46,200.00 46,200.00 1.00 1.00 46,200.00 s Conveyor - Installation 1 LS 2,550.00 2,550.00 1.00 1.00 2,550.00 c Rotary Drum - Installation 1 LS 1,700.00 1,700.00 1.00 1.00 1,700.00 11240 CHEMICAL FEED EQUIPMENT 1 LS 29,600.00 29,600.00 1.00 1.00 29,600.00 11262 U. V. EQUIPMENT A Materials 1 LS 76,680.00 76,680.00 1.00 1.00 76,680.00 s Installation 1 LS 1,200.00 1,200.00 1.00 1.00 1,200.00 11304 CLARIFIERS & GRIT EQUIPMENT A Materials 1 LS 83,630.00 83,630.00 1.00 1.00 83,630.00 e Clarifiers - Installation 2 EA 6,430.00 12,860.00 2.00 2.00 12,860.00 c Grit Equipment - Installation 1 LS 1,990.00 1,990.00 1.00 1.00 1,990.00 11306 SUB. SEWAGE PUMPS 3 EA 19,160.00 57,480.00 3.00 3.00 57,480.00 11312 PROGRESSIVE CAVITY PUMP 1 EA 35,000.00 35,000.00 1.00 1.00 35,000.00 11328 VORTEX GRIT CHAMBER A Materials e Installation 11348 SAMPLERS A Materials B Installation 11.361 GBT & POLYMER EQUIPMENT A Materials B Installation 11.377 P. D. BLOWERS 11378 COARSE BUBBLE DIFFUSERS 11381 CARROUSELAERATORS A Materials B Installation 11383 VORTEX MIXING SYSTEM 11386 SUB. TANK MIXERS A Materials a Installation 11600 LABORATORY EQUIPMENT 11691 ODOR CONTROL SYSTEM 12505 BLINDS 12600 LABORATORY FURNITURE 12620 FURNITURE 13301 MAG METERS 15000 MECHANICAL A Mobilization B Sluice Gates Materials Labor c DIP Materials Labor o Hangers Materials Labor E Valves - Materials F Insulation G Underground Pipe Materials Labor H Vent Pipe Materials Labor i Domestic Water Pipe Materials Labor .i Excavation & Backfill K Fixtures Materials Labor L CO/FD/RD Materials Labor m Water Heater Materials Labor N Chemical Piping Materials Labor o Gas Pipe Materials Labor P Pump & Accessories Installation Materials Labor o Controls R HVAC 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 2 EA 2 EA 1 LS 3 EA 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 17,660.00 17,660.00 1.00 1.00 17,660.00 1,200.00 1,200.00 1.00 1.00 1,200.00 7,920.00 7,920.00 1.00 1.00 7,920.00 300.00 300.00 1.00 1.00 300.00 107,530.00 107,530.00 1.00 1.00 107,530.00 5,090.00 5,090.00 1.00 1.00 5,090.00 10,240.00 30,720.00 3.00 3.00 30,720.00 10,700.00 10,700.00 1.00 1.00 10,700.00 46,860.00 93,720.00 2.00 2.00 93,720.00 2,120.00 4,240.00 2.00 2.00 4.240.00 67, 940.00 67, 940.00 1.00 1.00 67, 940.00 9,330.00 27,990.00 3.00 3.00 27,990.00 450.00 1,350.00 3.00 3.00 1,350.00 40,000.00 40,000.00 0.00 0.00 - 39,000.00 39,000.00 1,.00 1.00 39,000.00 640.00 640.00 0.00 0.00 - 31,500.00 31,500.00 1.00 1.00 31,500.00 5,000.00 5,000.00 0.00 0.00 - 3,660.00 10,980.00 3.00 3.00 10,980.00 30,000.00 30,000.00 1.00 1.00 30,000.00 35,000.00 35,000.00 1.00 1.00 35,000.00 4,500.00 4,500.00 1.00 1.00 4,500.00 145,000.00 145;000.00 1.00 1.00 145,000.00 126,490.00 126,490.00 0.97 0.03 1.00 126,490.00 10,000.00 10,000.00 1.00 1.00 10,000.00 1,000.00 1,000.00 1.00 1.00 1,000.00 48,000.00 48,000.00 1.00 1.00 48,000.00 20,810.00 20,810.00 0.42 0.58 1.00 20,810.00 15,000.00 15,000.00 1.00 1.00 15,000.00 20,000.00 20,000.00 1.00 1.00 20,000.00 10,000.00 10,000.00 1.00 1.00 10,000.00 12,000.00 12,000.00 1.00 1.00 12,000.00 15,000.00 15,000.00 1.00 1.00 15,000.00 16,000.00 16,000.00 0.94 0.06 1.00 16,000.00 9,000.00 9,000.00 1.00 1.00 9,000.00 12,000.00 12,000.00 1.00 1.00 12,000.00 1,500.00 1,500.00 0.66 0.34 1.00 1,500.00 18,500.00 18,500.00 1.00 1.00 18,500.00 15,000.00 15,000.00 1.00 1.00 15,000.00 5,000.00 5,000.00 1.00 1.00 5,000.00 500.00 500.00 1.00 1.00 500.00 5,000.00 5,000.00 1.00 1.00 5,000.00 2,500.00 2,500.00 0.93 0.07 1.00 2,500.00 3,500.00 3,500.00 1.00 1.00 3,500.00 4,500.00 4,500.00 0.00 1.00 1.00 4,500.00 6,500.00 6,500.00 1.00 1.00 6,500.00 1,500.00 1,500.00 1.00 1.00 1,500.00 14,700.00 14,700.00 0.45 0.51 0.96 14,112.00 189,500.00 159,500.00 0.92 0.07 0.99 157,905.00 16000 ELECTRICAL 10,000.00 0.98 210,700.00 1.00 79,000.00 Change Order No. 1 Mobilization 1 LS 10,000.00 10,000.00 1.00 1 System Integrator 1 LS 215,000.00 215,000.00 0.90 0.08 Generator 1 LS 79,000.00 79,000.00 1.00 Lighting Fixtures 1 LS 19,000.00 19,000.00 1.00 13,429.00 Fire Alarm 1 LS 1,900.00 1,900.00 0.80 0.15 Security 1 LS 2,000.00 2,000.00 0.60 0.35 Material 1 LS 51,000.00 51,000.00 0.95 0.03 Labor 1 LS 188,850.00 188,850.00 0.90 0.08 00 CHANGE ITEMS 10,000.00 0.98 210,700.00 1.00 79,000.00 Change Order No. 1 19,000.00 0.95 1,805.00 0.95 1,900.00 A PR 01 1 LS 99,790.00 99,790.00 1.00 B PR 02 1 LS I 25,948.00 25,948.00 1.00 Change Order No. 2 A PR 02 1 LS ( 13,429.00 13,429.00 1.00 ' Change Order No. 3 A PR 05 1 LS I 3,693.00 3,693.00 1.00 Change Order No. 4 A Item No. 1 1 LS 2,980.00 2,980.00 1.00 B Item No. 2 1 LS 2,900.00 2,900.00 0.00 c Item No. 3 1 LS (300.00) (300.00) 1.00 1.00 10,000.00 0.98 210,700.00 1.00 79,000.00 1.00 19,000.00 0.95 1,805.00 0.95 1,900.00 0.98 49,980.00 0.98 185,073.00 6, 290, 753.00 1.00 99,790.00 1.00 25,948.00 1.00 13,429.00 1.00 3,693.00 1.00 2,980.00 0.00 - 1.00 (300.00) 145.540.00 TOTAL: 6,532,440.00 6,436,293.00 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO BRA FILE NO. 503-02-107 CONTRACTOR RICE LAKE CONSTRUCTION GROUP CHANGE ORDERS No. Date Description Amount 1 5/17/2004 This Change Order provides for additional work on this project. See Change Order. $125,738.00 2 5/17/2004 This Change Order provides for additional work on this project. See Change Order. $13,429.00 3 8/6/2004 This Change Order provides for changes to the Generator concrete base slab. See Change Order. $3,693.00 3 01/13/2004 01/24/04 277,917.75 49,113.60 982,272.00 4 01/25/2004 Total Change Orders $142,860.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 12/01/2003 12/11/03 235,628.50 12,401.50 248,030.00 2 12/12/2003 01/12/04 419,612.15 34,486.34 689,726.99 3 01/13/2004 01/24/04 277,917.75 49,113.60 982,272.00 4 01/25/2004 02/28/04 482,852.70 74,526.90 1,490,538.00 5 02/29/2004 03/28/04 659,180.30 109,220.60 2,184,412.00 6 03/29/2004 05/17/04 909,836.85 157,106.75 3,142,1.35.00 7 05/18/2004 06/11/04 694,510.80 193,695.95 3,873,235.00 8 06/12/2004 07/08/04 666,050.70 228,715.25 4,574,305.00 9 07/09/2004 08/09/04 588,330.21 259,680.00 5,193,599.96 10 08/10/2004 09/07/04 467,989.04 284,311.00 5,686,220.00 11 09/08/2004 10/07/04 211,058.65 295,419.35 5,908,387.00 12 10/08/2004 11/08/04 603,156.15 314,056.20 6,530,180.00 13 11/09/2004 12/07/04 155,169.20 65,000.00 6,436,293.00 Material on Hand Total Payment to Date $6,371,293.00 Original Contract $6,384,000.00 Retainage Pay No. 13 65,000.00 Change Orders $142,860.00 Total Amount Earned $6,436,293.00 Revised Contract $6,526,860.00 50302107RE013.xls I ITEM 5-4 i ORDINANCE NO.: 2004-28 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR LIMITED OUTDOOR SALES AND SERVICE AT CONVENIENCE GAS STORES. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 20-76-6.D.3 of the Zoning Ordinance is hereby amended to read as follows: 3. Outside sales and service shall be allowed on a limited basis, provided that: a. The outdoor sales is identified on a site plan approved as part of a CUP application. b. The location of the outdoor sales shall conform to the requirements established by this Ordinance. C. Outdoor Sales shall be further limited by 1. Area. 2. Height. 3. Provision of Required Parking. d. Outdoor services shall be limited to the following uses: 1. Public phones. 2. Propane sales. 3. A compressed air service. 4. Freezers for ice products. Section 2. Section 20-77-6.E.3 of the Zoning Ordinance is hereby amended to read as follows: 3. Outside sales and service shall be allowed on a limited basis, provided that: a. The outdoor sales is identified on a site plan approved as part of a CUP application. b. The location of the outdoor -sales shall conform to the requirements established by this Ordinance. C. Outdoor Sales shall be further limited by 1 1. Area. 2. Height. 3. Provision of Required Parking. d. Outdoor services shall be limited to the following uses: 1. Public phones. 2. Propane sales. 3. A compressed air service. 4. Freezers for ice products. Section 3. This Ordinance shall become effective immediately upon its passage and publication. ADOPTED by the Otsego City Council this 13TH day of December, 2004. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk Pursuant to Minnesota Statutes 412.191, Subd. 4 and 331 A.01, Subd. 10, this Ordinance is published in summary form. Complete copies of the amended Otsego Zoning Ordinance are available for inspection by contacting the Zoning Administrator/City Clerk, Otsego City Hall, 8899 Nashua Avenue, Otsego, Minnesota 55330 or calling 763.441.4414 during regular business hours. 2 dfa transmittal mon Farber Associates Date December 10, 2004 Attention Judy Hudson Company City of Otsego 8899 Nashua Ave NE Otsego, MN 55330 Copy To DFA Number Transmitting Landscape Architecture Site Planning And Urban Design Mike Robertson, City of Otsego Howard Jacobson, American Liberty Construction File 04-123 Lilypond Park 04-123 s ITEM 5_5 FDEC'l 42004 Prints Attached For your Approval Specifications Se arate Cover For our Use x Electronic Media Messenger As Re uested Fax US Mail Review and Comment E-mail File Other Description I have attached the Application and Certificate for Payment Number Five for the work at Lilypond Park. I am submitting this letter of approval for Application and Certificate for Payment Number Five dated December 9, 2004 in the amount of Nine hundred eighty three dollars and ten cents ($983.10). This application covers work performed up to November 30, 2004 including indicated percentage of Concrete Parking Curbs. (See page 2 of 2 on the Application and Certificate for Payment for completed percentages.) I am satisfied that the work American Liberty Construction has performed to this point is reflected in the pay application document. I have reviewed, approved and signed the Application and Certificate for Payment. Please let me know if you have any questions. Thank you. Sincerely, DAMON FARBER ASSOCIATES Ellen C. Stewart, ASLA 923 Nicollet Mall, Minneapolis, Minnesota 55402 Phone 612-332-7522 Fax 612-332-0936 estewart@damonfarber.com APPLICATION AND CERTIFICATE FOR PAYMENT Page One of 2 TO OWNER: PROJECT: APPLICATION #: FIVE Distribution to: Mike Robertson - City Administrator Lilypond Park PERIOD TO: 11/31/04 ❑ OWNER City of Otsego, 8899 Nashua Ave. NE, Otsego, MN Otsego, MN PROJECT #S: n ARCHrrEcr FROM CONTRACTOR: VIA ARCHITECT: DFA # 04-123 ❑ CONTRACTOR American Liberty Construction, Inc. Damon Farber Associates ❑ P.O. Box 547, Rockford, MN 55373 923 Nicollet Mall CONTRACT DATE: ❑ CONTRACT FOR General Construction Minneapolis, MN 55402 June 1, 2004 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is attached. 1). ORIGINAL CONTRACT SUM ............... 2). Net change by Change Order ........ ...... 3). CONTRACT SUM TO DATE (Line 1 +/- 2) ...... 4). TOTAL COMPLETED AND STORED TO DATE .... (Column G on Cont. Sheet) 5). RETAINAGE: 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 accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and $345,400.00 payments received fro the Owner, R, tat current payment shown is herein now due. $44,734.17 CONTRACTOR $390,134.17 $380,707.13 By: Howard -O. Jacobson - Pre Date:. 12/8/2004 a). 0 % of Completed Work $0.00 (Columns D + E on Cont. Sheet) b). 0 % of Stored Material $0.00 (Column F on Cont. Sheet) Total Retainage (Line 5a + 5b or $0.00 Total in Column I of Cont. Sheet) .......... 6). TOTAL EARNED LESS RETAINAGE ........... $380,707.13 (Line 4 less Line 5 Total) 7). LESS PREVIOUS CERTIFICATES FOR PAYMENT.. $379,724.03._ (Line 6 from previous Certificate) 8). CURRENT PAYMENT DUE ................. $983.10 9). BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $9,427.04 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $50,760.17 $6;026:00 Total approved this Month $O.OQ $0.00 TOTALS $50,760.17$6,026.00 NET CHANGES by Change Ord $44,734.17 State of: Minnesota County of: Wright Subscribed and sworn to before " me this 8th day of Dece WENDY LEE ZAHNOW x NOTARY PUBLIC -MINNESOTA Notary Public "_04 MY Commttalon EVlrea Jan. 31, zoos v My Commission expires: 01/31/2005 • ARCHITECT'S CERTIFICATION FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising this application. The Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED ............................................. $$ 9�j' 10 (Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on the Continuation Sheet that are changed to conform to the amount certified) ARC B Date: Z,/110 04' This COTificate is not negotiable. The AMOUNT CERTIFIED is payable only to the NOTE: Invoices unpaid after 30 days incur interest from invoice date at 18% APR. Contractor named herein. Issuance, payment and acceptance of payment are without Prepared by American Liberty Construction, Inc. prejudice to any rights of the Owner or Contractor under this Contract. P.M.: H. Jacobson Lilypond Park Appl. #: FIVE Proj. #: 0406 Period From: 10/31/04 Appl. Date: 12/09/04 Otsego, MN To: 11/30/04 Archt's Proj. #: 04-123 A B C D E F G H I revious Work in Place at .tore ota ompete Complete Balance to Cat. No. Description Scheduled Value Applications This Period This Period and Stored % Finish Retainage 01000 General Conditions $17,615.00 $17,615.00 $0.00 $0.00 $17,61.5.00 100% $0.00 $0.00 00600 Bond/Insurance $5,181.00 $5,181.00 $0.00 $0.00 $5,181.00 100% $0.00 $0.00 02200(s) Earthwork $34,700.00 $34;700.00 $0.00 $0.00 $34,700.00 100% $0.00 $0.00 02230(s) Site Clearing $8;000:00 '$8;000.00 $0.00 $0.00 $8,000.00 100% $0.00 $0,00 02511(s) Asphalt Pavement $46,170.00 $46;170.00 $0.00 $0.00 $46,170.00 100% $0.00 $0.00 02830(s) Fencing $5,155.00 $5,1.55.00 $0,00 $0.00 $5,155.00 100%. $0.00 $0.00 02870(s) Site Furnishings $31,115.00 $31,115.00 $0.00 $0.00 $31,115.00 100% $0.00 $0.00 02872(s) Pavilion $19,200.00 $19;200.00 $0.00 $0.00 $19,200.00 100%1 $0.00-1-$0.00 02881(s) Play Equipment $75,265;00 $75;265,00 $0.00 $0.00 $75,265.0011000%/-1 $0.00 $0.00 02882(s) Wood Fiber Playsurface $4;600.00 $4,600:00 $0.00 $0.00 $4,600.00 100%1-'--'1-".$0.00 $0.00 02900(s) Landscaping $24,449..00 $23,226.55 $0:00 $0:00 $23,226.55k � $1,2.22 45.E $0.00 02930(s) Sodding $1,290.00 $1;290.00 $0.00 $0.00 $1,290.00 $0_00 $0.00 02932(s) Seeding $3,420.00 $0.00 $0.00 $0.00 $0.004f'14 3,420'00 $0.00 03100(s) Concrete Parking Curbs $19,662.00 $18-,678.90 $983.10 $0.00 $19,662.00$0.00 $0.00- 03101(s) Conc. Pavement Play Curbs $31,8901.00 $311890,00 $0:00 $0.00 $31,890.00 100% $0.00 $0.00 $0.00 56.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 SUBTOTAL $327,712.00 $322,086.45 $983.10 $0.00 1 $323,069.55 99% $4,642.45 $0.00 17000 Fee (G) ' $53.06 $184.59 $0.0068 Original Contract Amount $345,400.00 $339,589.86 $1,036.16 $0.00 $340,572.96 99% $4,827.04 $0.00 Change Orders: One Deduct picnic tables ($5,620:00) ($5,620.00) $0.00 $0,00 ($5,620.00) 100% $0.00 $0.00 Two Add tennis court $30,751.32 $26,151.32 $0x00 $0.00 $26,151.32 85%$4 600 00 $0.00 Three Add wood chips for Owner $2,708.85 $2,708.85 $0:00 $0.00 $2,708.85 100% $0.00 E $0.00 Four Prairie Park Improvements $17,300.00 $17,300.00 $0.00 $0,00 $17,300.00 100% $0.00 $0.00 Five Credit wood trail sod ($406.00) ($406.00) $0:00 $0.00 ($406.00) 100% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Current Contract Amount $390,134.17 $379,724.03 $1,036.16 $0.00 $380,707.13 98% $9,427.04 $0.00 Request for Change Orders (Unapproved) Six Owner testing $0:00 $0:00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Seven Prairie Park outfield fence $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Eight Prairie Park play equpt hood $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Estimated Contract Amount $390,134.17 1 $379,724.03 $1,036.16 $0.00], $380,707.13 98% $9,427.04 $0.00 0406/prngress/values05.xls AMERICAN LIBERTY CONSTRUCTION, INC. Schedule of Val / Pay Application 2of2 ITEM 5_6 Pay Estimate No. 3 City of Otsego - Improvement Project 04-03 Maciver Avenue and 70th Street NE December 15, 2004 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: MACIVER AVENUE AND 70TH STREET NE Contractor: Buffalo Bituminous Contract Amount: $2,732,550.24 Award Date: July 14, 2004 Completion Dates: November 24, 2004 (Phase 1 and 2); August 1, 2005 (Phase 3); July 1, 2006 (Final) Dear Council Members: The following work has been completed on the above -referenced project: Bid Schedule "A" - Streets Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 Mobilization 1 LS $5,000.00 $5,000.00 0.5 $2,500.00 2 Field Office Type D 1 EACH $1.00 $1.00 1 $1.00 3 Clearing and Grubbing 1 LS $1.00 $1.00 $0.00 4 Remove Concrete Culvert (15"-18") 176 LF $6.00 $1,056.00 225 $1,350.00 5 Remove Metal Culvert (12"-18") 463 LF $4.00 $1,852.00 273.5 $1,094.00 6 Remove Drain Tile 100 LF $4.00 $400.00 $0.00 7 Remove Wire Post Fence 730 LF $1.25 $912.50 2,021 $2,526.25 8 Remove Concrete Driveway Pavement 100 SF $1.00 $100.00 $0.00 9 Remove Bituminous Pavement 1,400 SY $2.50 $3,500.00 $0.00 10 Remove Septic System 1 EACH $500.00 $500.00 $0.00 11 Remove Sign 14 EACH $20.00 $280.00 5 $100.00 12 Sawing Concrete Pavement (Full Depth) 18 LF $6.00 $108.00 $0.00 13 Sawing Bit Pavement (Full Depth) 965 LF $2.75 $2,653.75 $0.00 14 Salvage 60" Concrete Pipe Storm Sewer 60 LF $8.50 $510.00 $0.00 15 Remove Retaining Wall 312 SF $4.50 $1,404.00 312 $1,404.00 16 Salvage Sign 7 EACH $20.00 $140.00 10 $200.00 17 Common Excavation (P) 74,510 CY $3.19 $237,686.90 54,000 $172,260.00 18 Muck Excavation (EV) 38,550 CY $3.22 $124,131.00 40,784 $131,324.48 19 Common Borrow (LV) 1,000 CY $7.00 $7,000.00 562 $3,934.00 20 Salvage Aggregate To Stockpile (SV) 11,000 CY $1.00 $11,000.00 1,300 $1,300.00 21 Salvage Aggregate From Stockpile (SV) 11,000 CY $1.50 $16,500.00 1,030 $1,545.00 22 Salvage Topsoil To Stockpile (LV) 18,9501 CY $1.00 $18,950.00 9,000 $9,000.00 23 Salvage Topsoil From Stockpile (LV) 18,9501 CY $1.50 $28,425.00 $0.00 24 Topsoil Borrow (LV) 1,000 CY $3.00 $3,000.00 $0.00 25 Gravel Driveway Restoration w/Salvaged CL 5 (6") 800 SY $2.25 $1,800.00 389 $875.25 26 Class 3/4 Modified Aggregate Base 96,500 TON $4.90 $472,850.00 54,523 $267,162.70 27 Class 5 Aggregate Base (100% Crushed) 26,750 TON $11.20 $299,600.00 14,084 $157,740.80 28 Mill Bituminous Surface (2") 210 SY $3.00 $630.00 $0.00 29 Bituminous Driveway Pavement (2.5' Thick) 110 SY $5.75 $632.50 $0.00 30 Type LV 4 Wearing Course Mixture (B) 1,750 TON $38.50 $67,375.00 $0.00 31 Type MV 4 Wearing Course Mixture (B) 7,100 TON $32.00 $227,200.00 $0.00 32 IType MV 3 Non -Wearing Course Mixture (B) 8,900 TON $30.00 $267,000.00 6,477 $194,310.00 33 Bituminous Material For Tack Coat 3,260 GAL $1.00 $3,260.00 1,000 $1,000.00 34 Permeable Aggregate Base (P.A.B.) Drain 28 EACH $390.00 $10,920.00 14 $5,460.00 35 Drain Tile 600 LF $8.50 $5,100.00 332 $2,822.00 36 2" Polystyrene Insulation 50 SY $20.00 $1,000.00 42.7 $854.00 37 Adjust Frame & Ring Casting 4 EACH $400.00 $1,600.00 $0.00 38 Concrete Curb & Gutter Design 8618 23,800 LF $7.311 $173,978.00 14,966.0 $109,401.46 (Continued on Next Page) Page 1 of 4 Pay Estimate No. 3 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE Bid Schedule "A" - Streets (Continued) Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 39 6" Concrete Driveway Pavement 70 SY $34.02 $2,381.40 2 $0.00 40 6" Concrete Valley Gutter 556 SY $39.04 $21,706.24 602 $23,502.08 41 6" Concrete Driveway Apron 95 SY $33.77 $3,208.15 24.4 $823.99 42 Traffic Control 1 LS $4,900.00 $4,900.00 0.5 $2,450.00 43 Sign Panels, Type C 380 SF $27.50 $10,450.00 158.7 $4,362.88 44 Pavement Message (LEFT ARROW) Epoxy 3 EACH $125.00 $375.00 $0.00 45 Pavement Message (RIGHT ARROW) Epoxy 6 EACH $125.00 $750.00 3057 $0.00 46 Pavement Message (STRAIGHT ARROW) Epoxy 3 EACH $125.00 $375.00 1035 $0.00 47 Pavement Message (ONLY) Epoxy 13 EACH $175.00 $2,275.00 472 $0.00 48 Pavement Message (LEFT-THRU ARROW) Epoxy 1 EACH $175.00 $175.00 1231 $0.00 49 4" Double Solid Line Yellow - Paint 12,125 LF $0.20 $2,425.00 312 $0.00 50 4" Double Solid Line Yellow - Epoxy 12,125 LF $0.34 $4,122.50 1683 $0.00 51 4" Solid Line White - Epoxy 23,8001 LF $0.17 $4,046.00 221 $0.00 52 12" Solid Line White - Epoxy 700 LF $4.50 $3,150.00 4 $0.00 53 24" Solid Line White - Epoxy 168 LF $7.00 $1,176.00 15 $0.00 54 Silt Fence, Type Machine Sliced 8,152 LF $1.45 $11,820.40 5,925 $8,591.25 55 Seeding - Type Lawn Restoration 14 ACRE $85.00 $1,190.00 $0.00 56 Seeding Mixture - 60B 2,070 LBS $2.25 $4,657.50 7 $0.00 57 Erosion Control Blankets Category 1 4,500 SY $1.15 $5,175.00 2 $0.00 58 Commercial Fertilizer, 10-10-10 6,875 LBS 1 $0.20 $1,375.00 1 $0.00 59 IMulch Material Type 1 31 TON $155.00 $4,805.00 $0.00 Total Bid Schedule "A" Bid Schedule "B" - Storm Sewer $2,088,594.84 $1,107,895.13 Item No. I Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 15" RC Pipe Apron 6 EACH $285.00 $1,710.00 2 $570.00 2 18" RC Pipe Apron 5 EACH $310.00 $1,550.00 3 $930.00 3 27" RC Pipe Apron w/Trash Guard 2 EACH $820.00 $1,640.00 1 $820.00 4 42" RC Pipe Apron 1 EACH $835.00 $835.00 $0.00 5 88" Span RC Pipe -Arch Culv 105 LF $230.00 $24,150.00 $0.00 6 88" Span RC Pipe -Arch Apron 2 EACH $1,960.00 $3,920.00 $0.00 7 15" RC Pipe Sewer Design 3006 CL V (all depths) 3,970 LF $21.50 $85,355.00 3057 $65,725.50 8 18" RC Pipe Sewer Design 3006 CL III (all depths) 1,525 LF $28.00 $42,700.00 1035 $28,980.00 9 21" RC Pipe Sewer Design 3006 CL III (all depths) 805 LF $31.00 $24,955.00 472 $14,632.00 10 24" RC Pipe Sewer Design 3006 CL III (all depths) 1,340 LF $32.50 $43,550.00 1231 $40,007.50 11 27" RC Pipe Sewer Design 3006 CL III (all depths) 3.80 LF $39.00 $14,820.00 312 $12,168.00 12 36" RC Pipe Sewer Design 3006 CL III (all depths) 1,735 LF $55.00 $95,425.00 1683 $92,565.00 13 42" RC Pipe Sewer Design 3006 CL III (all depths) 335 LF $72.50 $24,287.50 221 $16,022.50 14 Connect to Existing Storm Sewer 7 EACH $300.00 $2,100.00 4 $1,200.00 15 Construct Drainage Structure 2' x 3' 23 EACH $987.00 $22,701.00 15 $14,805.00 16 Construct Drainage Structure Design 48" 4020 30 EACH $1,290.00 $38,700.00 19 $24,510.00 17 Construct Drainage Structure Design 54" 4020 1 EACH $1,577.00 $1,577.00 $0.00 18 Construct Drainage Structure Design 60" 4020 7 EACH $2,260.00 $15,820.00 7 $15,820.00 19 Construct Drainage Structure Design 66" 4020 2 EACH $3,172.00 $6,344.00 2 $6,344.00 20 Construct Drainage Structure Design 72" 4020 1 EACH $2,777.00 $2,777.00 1 $2,777.00 21 Construct Drainage Structure Design 84" 4020 1 EACH $3,442.00 $3,442.00 $0.00 22 Construct Drainage Structure Design 120" 4020 1 EACH $5,595.00 $5,595.00 1 $5,595.00 23 Construct Skimmer Structure 2 EACH $1,581.00 $3,162.00 $0.00 24 Random Riprap Class III 80 CY $40.00 $3,200.00 30.8 $1,232.00 Total Bid Schedule "B" Page 2 of 4 $470,315.50 $344,703.50 Pay Estimate No. 3 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE Chance Order No. 1 ItemV No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 8" PVC Sanitary Sewer SDR 35,12-16 Deep 120 LF $36.74 $4,408.80 120 $4,408.80 2 Construct Sanitary Sewer Manhole, 0-12' Deep 1 EACH $3,180.00 $3,180.00 1 $3,180.00 3 Manhole Overdepth 3.1 VF $146.00 $452.60 3.1 $452.60 4 8" PVC Plug 2 EACH. $76.00 $152.00 2 $152.00 5 8" DIP Watermain, CL 52 124 LF $42.00 $5,208.001 123 $5,166.00 6 DIP Fittings 275 LBS $4.60 $1,265.00 124 $570.40 7 Hydrant w/ Gate Valve 1 EACH $3,305.00 $3,305.00 1 $3,305.00 8 Remove Concrete Culvert (12"-18") 84 LF $6.00 $504.00 70 $420.00 9 15" RC Pipe Apron 4 EACH $285.00 $1,140.00 4 $1,140.00 10 15" RC Pipe Sewer Design 3006 CL V (12"-18") 84 LF $21.50 $1,806.00 72 $1,548.00 11 Additional Traffic Control 1 LS $3,038.00 $3,038.00 0.5 $1,519.00 12 2" Polystyrene 7.1 SY $20.00 $142.00 7.1 $142.00 13 Remove Wire Post Fence 393 LF $1.25 $491.25 393 $491.25 14 Sawing Bituminous Pavement (Full Depth) 1750 LF $2.75 $4,812.50 $0.00 15 Common Excavation (P) 600 CY $3.19 $1,914.00 600 $1,914.00 16 Common Borrow (LV) 2500 CY $7.00 $17,500.00 2500 $17,500.00 17 Salvage Topsoil to Stockpile (LV) 1968 CY $1.00 $1,968.00 1968 $1,968.00 18 Salvage Topsoil from Stockpile (LV) 1968 CY $1.50 $2,952.00 $0.00 19 Class 5 Aggregate Base (100% Crushed) 2630 TON $11.20 $29,456.00 2440 $27,328.00 20 Type MV4 Wearing Course Mixture (B) 540 TON $32.00 $17,280.00 $0.00 21 Type MV3 Non -Wearing Course Mixture (B) 540 TON $30.00 $16,200.00 587 $17,610.00 22 Bituminous Material for Tack Coat 170 GAL $1.00 $170.00 $0.00 23 Sign Panels, Type C 16.25 SF $27.50 $446.88 28.8 $790.63 24 Pavement Message (LEFT ARROW) Epoxy 4 EACH $125.00 $500.00 $0.00 25 Pavement Message (ONLY) Epoxy 4 EACH $175.00 $700.00 $0.00 26 4" Double Solid Line Yellow - Epoxy 3600 LF $0.34 $1,224.00 $0.00 27 4" Solid Line White - Epoxy 2625 LF $0.17 $446.25 $0.00 28 24" Solid Line Yellow Crosshatching -Paint 700 LF $3.18 $2,226.00 $0.00 29 Seeding - Type Lawn Restoration 1.22 ACRE $85.00 $103.70 $0.00 30 Seeding Mixture - 608 185 LBS $2.25 $416.25 $0.00 31 Commercial Fertilizer, 10-10-10 610 1 LBS 1 $0.201 $122.001 $0.00 32 Mulch Material, Type 1 2.5 1 TON 1 $155.001 $387.50 $0.00 Total Change Order No. 1 Chance Order No. 2 $123,917.73 $89,605.68 Item No. I Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 Additional Clearing and Grubbing 1 LS $4,700.00 $4,700.00 1 $4,700.00 2 Additional Storm Sewer Work 1 LS $8,122.17 $8,122.17 1 $8,122.17 3 Added Costs for End Dumping Class 3/4 Agg. 27000 TON $1.00 $27,000.00 16857 $16,857.00 4 Conduit Crossings 15 HR $660.001 $9,900.00 7 $4,620.00 $918,039.26 Total Change Order No. 2 $49,722.17 $34,299.17 SUMMARY OF WORK COMPLETED TO DATE Bid Schedule "A' - Streets - Maciver Avenue and 70th Street NE $2,088,594.84 $1,107,895.13 Bid Schedule "B" - Storm Sewer - Maciver Avenue and 70th Street NE $470,315.50 $344,703.50 Change Order No. 1 $123,917.73 $89,605.68 Change Order No. 2 $49,722.17 $34,299.17 TOTAL ALL BID SCHEDULES $2,732,550.24 $1,576,503.48 TOTAL WORK COMPLETED TO -DATE $1,576,503.48 LESS 5% RETAINAGE $78,825.17 LESS PAY ESTIMATE NO. 1 $216,853.16 LESS PAY ESTIMATE NO. 2 $362,785.88 WE RECOMMEND PAYMENT OF: $918,039.26 Page 3 of 4 Pay Estimate No. 3 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE APPROVALS: CONTRACTOR: Buffalo Bituminous, 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: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSO ES, INC. Signed Title: Date: 2,2 ZL OWN[ CITY OF OTSEGO Signed: Title: Date: Page 4 of 4 ITEM 6-1 CITY OF OTSEGO SNOW PLOWING AND ICE CONTROL POLICY 2004-2005 GUIDELINES FOR COMMENCEMENT OF OPERATIONS Snow removal and/or ice control operations will begin under the direction of the Public Works Street Supervisor or designated representative. Operations will begin when two inches or more of snow has fallen. Plowing will begin as close as practicable to the time the snowfall ceases, however, every effort will be made to have main routes plowed and sanded prior to morning or afternoon rush hour. For storms of unusually long duration, main routes will be plowed and sanded when accumulation of ice or snow on roads becomes hazardous for driving. Because of different storm situations and severity levels, starting times may vary. The Public Works Departments winter road maintenance fleet consists of: Unit #15 2003 Sterling, single -axle with reversible plow, wing, underbody and sander Unit #11 2000 IH Tandem, with reversible plow, wing, underbody, and sander Unit #01 1994 Ford Tandem, with plow, wing, underbody, and sander Unit #20 1990 Ford, single -axle truck with reversible plow, wing, and sander Unit #28 2002 Ford F350, with reversible plow The above 5 units will each be assigned a snow removal route and will respond to every plowable snowfall. Refer to attached map. The equipment below will be used as reserves in case breakdowns of any main unit or added to the main response fleet during heavy or extended snowfalls. Unit #21 2001 Cat IT28 Cat loader, with reversible plow and wing Unit #05 1998 Cat 1406 Cat grader, with reversible plow and wing Unit #03 1992 Ford Tandem with reversible plow, wing, and sander City of Otsego Snow Plowing and Ice Control Policy LEVELS OF SERVICE It is the intent of the City to complete plowing, widening, and sanding operations within 24 hours of the time the snowfall ceases. Major blizzards may require additional time. After a light to normal snowfall, full width plowing and cul-de-sac cleanup will be done with the first pass. However, after an extremely heavy snowfall, main routes will be plowed, followed by one pass to open residential streets and cul-de-sacs. While some isolated cul-de-sacs will be cleared completely with the first pass, most will be "circled' and plowed completely after all roads are open. By "circling" the truck will make one or two passes, usually in a clockwise rotation, leaving the bulk of the snow in the center. This policy is intended to provide safe winter driving conditions appropriate for the type of travel necessary for city streets. The level of service described may vary depending on storm conditions and other circumstances. The City will be divided into 4 main routes, 1 cul-de-sac route and 1 trail route (see attached map). Each main route will consist of priority roads, which will be plowed and/or sanded first, followed by a designated area of secondary or residential road. The trails and paths servicing Otsego Elementary school will be plowed prior to 7 AM on school days. All others will be plowed after all streets and cul-de-sac plowing is complete. When operators are done with their assigned route, they will be assigned to help complete other routes. During an average snowfall of three inches to six inches, it is our goal to have streets and cul-de-sacs plowed in eight to twelve hours. Salt/Sand will be applied during and after plowing operations as needed. SUSPENSION OF OPERATIONS Operations shall continue until all roads are passable. Widening and clean up operations may continue immediately or on the following working day depending upon conditions and circumstances. Safety of the plow operators and the public is important. Therefore, snow plowing/removal operations may be terminated after 12 hours to allow personnel adequate time for rest. There may be instances when this is not possible depending on storm conditions and other circumstances. Operations may also be suspended during periods of limited or zero visibility. Any decision to suspend operations shall be made by the Public Works Street Supervisor or designated representative and shall be based on the conditions of the storm. ICE CONTROL AND SALT/SAND APPLICATION 1. First Priority Priority routes, high volume intersections, hills and curves. These areas will be sanded with the first pass of the plow 2. Second Priority Stop sign intersections, moderate volume intersections 3. Third Priority Residential intersections and streets 2 City of Otsego Snow Plowing and Ice Control Policy The City does not have the equipment or financial resources to sand all streets end to end. The public must use caution when operating a motor vehicle, especially during winter months. Public Works employees are also on-call 24 hours a day to respond with salt/sand because of ice or snowfalls of 2 inches or less as directed by the Public Works Street Supervisor or designated representative. PROPERTY DAMAGE Snow plowing and ice control operations can cause property damage even under the best of circumstances and care on the part of the operators. The major types of damage are to improvements in the City right-of-way which extends approximately 15 feet beyond the curb location. The intent of the right of way is to provide room for snow storage, utilities, boulevard trees and other City uses. However, certain private improvernents such as mailboxes are required within this area. Therefore, the City will cooperate with the property owner in the event of damaged private property. The City may specify when this damage is the responsibility of the City and when it shall be the responsibility of the resident. Mailboxes can be especially vulnerable to damage from snow removal operations. The City assumes liability for mailboxes damaged during plowing if it is determined that the plow made direct contact with a mailbox that was properly placed and in the standard style. To be properly placed, a mailbox should be installed so its bottom edge is 45" to 47" above street level, with the post 36" back from the curb or front of the box. That amount of clearance is needed to keep the plow's wing from hitting the box. If there are any plastic newspaper tubes attached to the mailbox, they must be above 45" height requirement. The box's post should be securely in the ground. If mailboxes are not installed with the clearances mentioned above, the responsibility for repairing any damage lies with the homeowner, not the Public Works Department. The Department will replace standard metal mailboxes on 4 x 4 poles, but will not replace decorative mailboxes. The City will not repair any damage to grass or seed; will also not repair any damages from gravel being pushed into yards. In instances where there is disagreement as to the source of the damage and the responsibility, the City Administrator and/or City Council shall determine the responsibility. 3 City of Otsego Snow Plowing and Ice Control Policy RESPONSIBILITY OF RESIDENTS Snowstorms create numerous problems and inconveniences. The residents will also have certain responsibilities. These include clearing their own driveways, clearing areas for trashcans, clearing around mailboxes and newspaper delivery tubes. These areas must be cleared without depositing any snow into the street. There also should not be any large piles which obstruct vision of driveways. Trash cans must not be placed on the street surfaces. The City will not clear private drives. Snow plowing can cause additional snow to be deposited in driveway approaches and around roadside obstacles. Operators are instructed to attempt to minimize these instances; however, it is not practical to eliminate this situation. Residents should be aware they may have to clear their driveways a second time after their street has been plowed. Minnesota Highway Traffic Regulations 160.27 Sub (5) Misdemeanors: It shall be unlawful to obstruct any highway or to deposit snow or ice thereon. 169.42 Sub (1) No person shall throw, deposit, place, or dump upon any street or highway, any snow, ice, etc. GUIDELINES FOR OPERATORS 1. Operators will be required to be on stand-by and able to report to work within one and one-half hours notice form November 1St to March 31St unless arrangements are made with the Public Works Street Supervisor or designated representative. 2. Operators will be responsible for the vehicle they are assigned to. This includes completing a daily maintenance and equipment check before and after each shift and reporting all deficiencies to the Public Works Street Supervisor. During snowplowing operations any and all downtime or breakdowns will be reported to the Pubic Works Superintendent or designated representative. 3. No snow removal vehicles shall be parked with less than three-quarters of a tank of fuel. 4. Operators shall not assist stranded vehicles by pushing, pulling or jump-starting with City equipment. Operators may assist by calling for help, offering sand, or offering a helping hand. 5. To minimize damage, no equipment will exceed twenty miles per hour in residential areas. 6. Operators will obey all traffic laws, signs, and signals. 7. Operators will report all damage to the Public Works Street Supervisor or designated representative at the end of each shift. 4 City of Otsego Snow Plowing and Ice Control Policy 8. When plowing and sanding is complete after each storm, salt/sand should be emptied from all trucks and all equipment should be cleaned and washed. 9. If the operator has completed assigned route, the operator will contact the Public Works Street Supervisor and will be assigned to assist with other routes. 10. Before leaving duty at the end of the shift every effort should be made to contact the Public Works Superintendent or designated representative. 11. No plowing of private property or towing of vehicles will be permitted unless it directly affects traffic. Any questions should be directed to the Public Works Street Supervisor. 12. Every effort will be made not to damage mailboxes and trash containers or other structures in the right-of-way. ACCIDENTS DURING SNOW CLEARANCE OPERATION All accidents during snowplow operation should be reported to the Public Works Supervisor. If the accident involves a vehicle or a personal injury, immediately contact the Sheriff Department and then contact the Public Works Supervisor. Remain at the scene until an accident report has been completed. The policies and procedures relating to the drug and alcohol testing for commercial vehicle drivers shall be implemented in this situation. 12-27-04 5 ITEM 7-1 N10RTHJVI�3E�Tf AS�S;OCI1AT,ED C�4N;S;WLTIA�;TfS,, IjN�C. A 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Laurie Shives/Daniel Licht DATE: 20 December 2004 RE: Otsego — Cederberg Estates, Final Plat FILE: 176.02 — 04.19 BACKGROUND Bob and Anna Cederberg have submitted an application for a final plat of Cederberg Estates. The proposed development is a four lot subdivision located on the southwest quadrant of 88th Street NE and O'Brian Avenue. The project is a re -subdivision of the applicants' two existing buildable lots and Outlot B of the adjacent Meadowlands subdivision. The area is currently zoned R-3, Residential Long Range Urban Service District and guided for low to medium density residential land uses by the Comprehensive Plan. The preliminary plat for Cederberg Estates was approved by the City Council on 14 June 2004. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat D. NAC Sketch Plan ANALYSIS Preliminary Plat Consistency and Lot Requirements. The submitted final plat shows four proposed lots, the same number of lots as shown on the preliminary plat. However, the preliminary plat was approved with four lots upon the condition that all of the lots must the meet R-3 District requirements with a one acre minimum area and a minimum 1 width of 150 feet to a public street. Modification of the preliminary plat was also required to minimize the extent of the irregular lot shapes. Further review by the City Engineer and our office of the submitted plans indicates that the area of the parcel to be subdivided is approximately 3.96 acres. The area calculation on the submitted plans includes the 60.00 feet by 367.28 feet area of land area that is now right-of-way for 88th Street. With an area less than four acres, the maximum number of lots that can be final platted is three. The issue of gerrymandering lot lines to accommodate the location of existing structures for a four lot subdivision is moot. At the time of the Meadowlands preliminary plat and the preliminary plat of the subject site, we advised that this land be divided based on a sketch plan prepared by our office which allows for three lots and which meets the requirements of the Subdivision Ordinance. Based on the area of the existing parcel, the final plat must be revised consistent with this sketch plan or an alternative plan presented that fully meets the requirements of the Zoning Ordinance for lot size, width and proper lot design. Access. The lots within the final plat are to be accessed by 88th Street NE and O'Brian Avenue. These roadways are both paved streets and one driveway per lot will be allowed. Park and Trail Dedication. Park and trail dedication requirements are to be satisfied as a cash fee in lieu of land equal to $2,820 per dwelling unit. The final plat results in creation of two new lots and replats two existing lots. As such, park dedication must be paid only for the two new lots for a total sum of $5,640.00. Grading and Drainage. Final grading, drainage and erosion control plans are subject to the review and approval of the City Engineer. The grading plan does not anticipate resubdivision of the property if sanitary sewer and water is made available. A resubdivision plan is required to be submitted for the revised final plat. The location of new principal dwellings on these lots must respect the future resubdivision plan and applicable side yard setbacks. Utilities. The proposed lots are to be served by on-site septic and well systems, which are subject to the review and approval of the City Engineer. Development Contract. The applicant is required to enter into a development agreement with the City and pay all applicable fees and securities upon approval of a final plat. The development contract is subject to review and approval of the City Attorney. 2 Refuse. As stated in the preliminary plat report and reconfirmed by City Staff based on a windshield inspection of the property on 14 December 2004, there is junk, debris and inoperable/unlicensed vehicles scattered throughout the subject site. Prior to release of the final plat any and all of these conditions which constitute a nuisance must be removed compliant with Sections 5-8-5 and Section 5-8-6 of the City Code. An on-site inspection of the property will be required to confirm compliance. RECOMMENDATION The proposed Cederberg Estates final plat continues to be inconsistent with the requirements of the Zoning Ordinance and Subdivision lot requirements. It remains to be the recommendation of our office that the final plat be revised to subdivide the land into three lots instead of four creating lots meeting the minimum standards of the R-3 District as well as a more desirable and usable arrangement of the land. Because the current proposal does not meet certain requirements of the Zoning Ordinance and Subdivision Ordinance, our office would only recommend approval in accordance with the conditions outlined below. POSSIBLE ACTIONS A. Motion to approve the Cederberg Estates Final Plat, subject to the following conditions: 1. The final plat is revised to show a subdivision of three lots similar, if not identical to, the sketch plan provided by our office. All lots shall conform to the requirements of the Zoning Ordinance and Subdivision Ordinance. 2. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land equal to $5,640.00 3. The final grading plan is subject to review and approval of the City Engineer and shall include plans for resubdivision of the lots. Principal buildings shall be constructed on each lot respective of future side lot lines and required setbacks to allow for such resubdivision. 4. Existing and proposed on-site utilities shall be subject to the review and approval of the City Engineer and City Building Official. 5. All refuse be removed from the property prior to release of a final plat, subject on-site inspection by the Code Enforcement Officer. 6. Comments of other City Staff. 3 B. Motion to deny the final plat based on a finding that the application is inconsistent with the policies of the Comprehensive Plan, the requirements of the Zoning Ordinance and/or the requirements of the Subdivision Ordinance. C. Motion to table. C. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Bob Cederberg Michelle MacMillan 4 NAC BASE MAP DATA PROVIDED BY Hakanson 99 Anderson Assoc„Inc. PREPARED OCTOBER 2001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLYAND SHOULD NOT BE USED FOR EXACT MEASUREMENT. SCALE; a CW M f0 CITY OF OTSEGO ON THE GREAT RIVER ROAD a a e- - R R R R wP On -M 0 2 Co es S Prellminory o CEDERBERG W— S n 2 )7J76'w _245.61_______ ?�y.. ... 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'I a 88th St. NE i o.I17J'Il• ! l67.16� rex E-51 00 ' - G-Sg.I- CEDERBERG ES TA TES CITY OF OSTEGO WRIGHT COUNTY, MN I I u<� I I 1 K•-Soia�YlD1�iOai Wo<a a vF—.O.r O10K—AVIS ^H er u<Nr rHm ( s. n •••. ••..•• .• a 9 1 ' N891179 J67 J67. 00 ' _ .33 ``� .. <. `1 60.26 <` 1�•--son <ww.ai aw www sexa ••-. < ra.«� •'g .... .... .... _ `•�w�v.SYURY I pvtSYwY au.. ��•JJ.I1. Krzurss;$ ,.or°,r zsT.rss n — - - T - Bath SL NE 1 N6979J9T t0011'JJ'S6 -1, L.5 .4 ,.' D£TNL ; J67.15 R�130.00 ..1 (.SA.IS - 1.12-,, l -L.66. ' 167... ___ - - 16956 rp„p I • I I ,/ I h I ......... .. O 9242 -� N8r '• - . I - 124.34 i N69Y9'56"W I I I -I 4 Iti I,•, 1 I I all Ih I hM I I I 1 In 1 gh N I 1 I I 1 1 I 1 IK 1 1= 1 v as :.. :. t.1 99.29 I I ... ... ... .... „ u.q I q 59920'02"W366.J4 - - — - EXHIBIT C BOGART, PEDERSON, & ASSOC/AYES, INC. SHEET 2 OF 2 SHEETS tN I I f = 100 / Cedarberg Resubdivision Sketch EX14IBIT D Hakanson Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Assoc., Inc. Phone: 763/427-5860 Fax: 763/427-0520 MEMORANDUM To: Honorable Mayor and City Council From: Ronald J. Wagner, P.E. cc: Mike Robertson, Administrator Judy Hudson, Clerk Shane M. Nelson, PE Dan Licht, NAC Robert Cederberg Greg Bowles, Bogart Pederson Date: December 22, 2004 Re: Final Plat for Cederberg Estates We have reviewed the Final Plat for Cederberg Estates and offer the following comments: A letter addressing the drain field soils has been received and is acceptable. 2. The plat contains approximately 3.96 acres. A 4 lot subdivision is not possible as 1 acre lots are minimum for the approved zoning. 3. A grading plan must be submitted for review. We recommend realigning lot lines to show a three lot plat. Civil 6- Municipal �� Engineering Land Surveying for //Ha01/shared docs/municipal/aotsego2xxx/2500/2004/ot2500hmccCederbergl.docCederberg I— -- ITE= M- 7_2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 20 December 2004 RE: Otsego — Mississippi Cove; Temporary Access NAC FILE: 176.02 — 04.08 City Staff, Wright County Engineering Staff and the project developer met on 8 December 2004, to discuss options for a second access to the Mississippi Cove development. Mayor Fournier was also present. The developer outlined the several options they presented to the adjacent property owner, Mr. Jeff Adamski, to allow temporary use or acquisition of all or portions of the parcel to allow use of an existing driveway as a second emergency access to CSAH 39. The developer also discussed their efforts to acquire the Grotte property, which would allow for extension of 96th Street from Mississippi Cove to Nabor Avenue. As these efforts have been unsuccessful, the developer requested that Wright County allow for a temporary emergency access from CSAH 39 parallel to Mr. Adamski's driveway. Wright County greed to allow a temporary emergency access to CSAH 39 along the east line of Mississippi Cove after a number of alternatives were discussed and rejected. Allowance of the temporary access is contingent upon the City agreeing to extend 96th Street to Nabor Avenue at such time as the Grotte property develops and remove both the temporary emergency access to Mississippi Cove and the Adamski Driveway to CSAH 39. Because the agreement involves conditions that will require action by the City in the future, City Council approval of the agreement is required. The proposed terms of the agreement between Wright County and the City are outlined in the attached resolution. This issue will be on the City Council agenda for 27 December 2004 for discussion and action. C. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur Wayne Fingleson Scott Dahlke RESOLUTION 2004-76 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA RESOLUTION AGREEING TO CONDITIONS FOR WRIGHT COUNTY ALLOWING A TEMPORARY EMERGENCY ACCESS TO THE MISSISSIPPI COVES FINAL PLAT. WHEREAS, the City Council approved the Mississippi Cove Final Plat on 22 November 2004; and, WHEREAS, approval of the final plat was subject to seven stipulations; and. WHEREAS, one of the stipulations required the developer to secure a second vehicular access to the plat from CSAH 39 to ensure public health, safety and welfare; and, WHEREAS, Wright County intersection spacing requirements to CSAH 39 dictate future street intersections in the area of the plat at Mason Avenue and Nabor Avenue; and, WHEREAS, the developer has secured necessary easements from the abutting property to the west to allow extension of a public street intersecting CSAH 39 at Mason Avenue; and, WHEREAS, the location of a potential future street intersection at Nabor Avenue and CSAH 39 is outside the boundary of the plat; and, WHEREAS, the developer has made a good -faith effort to secure the rights to extend a street to intersect CSAH 39 at Nabor Avenue but has been unable reach agreements with the property owners; and, WHEREAS, the developer has made a good -faith effort to secure rights to use of an existing driveway accessing CSAH 39 immediately east of the plat but has been unable to reach agreements with the property owner; and. WHEREAS, the developer met with City Staff and Wright County Staff on 8 December 2004 to discuss alternatives for extension of a secondary access; and, NOW THEREFORE, BE IT RESOLVED THAT, the City Council of the City of Otsego agrees to the following conditions for Wright County approval of a temporary access permit for a second access to the Mississippi Coves Final Plat: The developer shall provide for construction of an access corridor from 96th Street to CSAH 39: a. The temporary access corridor shall be surfaced with a material approved by the City Council constructed to specifications approved by the City Engineer. b. The location of the temporary access corridor shall be subject to approval of the City Engineer within the Plat and Wright County within the R -O -W of CSAH 39. C. The developer shall escrow funds for the removal of the temporary access corridor as provided for by Item 4.d below. 2. A barrier approved by the City Engineer preventing use of the temporary access corridor by routine traffic shall be provided: a. The barrier shall allow for access by emergency vehicles from CSAH 39 to 96th Street. b. The barrier shall allow for access by typical passenger vehicles from 96th Street to CSAH 39 in the event that escape from the Plat is not possible at Mason Avenue. C. The barrier shall be located within Outlot B of Mississippi Cove as approved by the City Engineer. 3. The temporary access corridor shall be maintained by a Home Owners Association (HOA): a. The temporary access corridor shall be passable at all times. b. The HOA shall provide for removal of snow from the temporary access corridor within 12 hours of a two and one-half inch or greater snow event. C. Failure to remove snow as required may result in issuance of an Administrative Notice or Administrative Citation and imposition of Civil Penalties in accordance with Chapter 2, Section 5 of the City Code for a nuisance effecting public safety. 4. The City agrees that upon subdivision of PID 118-500-1100 (Grotte) allowing for extension of 96th Street to an intersection with CSAH 39 at Nabor Avenue that: a. Dedication of right-of-way and construction of 96th Street across PID 118-500-1100 (Grotte) from the west property line to Nabor Avenue shall be a condition of Wright County access approval at Nabor Avenue. b. The City shall provide for acquisition of land, by condemnation if required, for extension of 96th Street across PID 118-500-181101 (Adamski). C. The City shall provide for acquisition of the portion of PID 118-500- 181101 (Adamski) south of an extension of 96th Street and removal and restoration of the existing private driveway accessing CSAH 39, by condemnation if required. d. The temporary access corridor to Mississippi Cove within the right- of-way of CSAH 39 shall be removed and restored. ADOPTED by the Otsego City Council this 27th day of December, 2004. Attest: CITY OF OTSEGO M Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk Review No. 1 Hakanson 7 Anderson Assoc., Inc. ENGINEERING REVIEW Commercial and Residential Subdivision for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Scott Dahlke, Quality Site Design, LLC Mike Leuer, Mississippi 39, LLC Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Date: August 6, 2004 Proposed Development: Davis Mississippi Cove Street Location of Property: A portion of the northeast'/ of Section 18, T121 N, R23W, north of C.S.A.H. No. 39. Applicant: Michael Leuer Mississippi 39, LLC 3600 Holly Lane No. Suite 100 Plymouth, MN 55447 (763) 550-1961 Developer: Owners of Record: Mississippi 39, LLC Mississippi 39, LLC Purpose: Davis Mississippi Cove is a proposed single-family residential development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: (but not limited to): City of Otsego, Wright County, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: (but not limited to): NPDES Ma01\Shared Docs\Municipal\Hotsego22xx\2285\ot2285REV1.doc TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET OVERALL PLAN STREET CONSTRUCTION PLANS STORM SEWER PLANS DETAILS GRADING, DRAINAGE & EROSION CONTROL PLAN STORM SEWER AND INLET SPREAD CALCULATIONS HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION \\Ha01\Shared Docs\Municipal\Aotsego22xx\2285\ot2285REV1.doc INFORMATION AVAILABLE Final Plat of Davis Mississippi Cove, 7/27/04 revision, by Quality Site Design, LLC. Construction Plans for Davis Mississippi Cove, 7/27/04 revision, by Quality Site Design, LLC. Grading, Drainage and Erosion Control Plan, 7/27/04 revision, by Quality Site Design, LLC. Drainage Analysis, dated 5/06/04, by Quality Site Design, LLC. Preliminary Plat of Davis Mississippi Cove, 7/27/04 revision, by Quality Site Design, LLC. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 \\Ha01\Shared Docs\Municipal\Aotsego22xx\2285\ot2285REV1.doc FINAL PLAT Sufficient right-of-way is not depicted for 96th Street NE near C.S.A.H No. 39. An easement must being obtained from the adjacent property owner. Approval of final plat shall be contingent upon said easement being provided to the City. 2. Please remove the dashed lines that are not'/ sections from the plat. 3. The model for the proposed condition is using the existing low area near the rear yards of Blocks 3 and 4 as a rate control pond. This requires additional drainage and utility easement for Lots 1 & 2, Block 4. CONSTRUCTION PLANS COVER SHEET No comments. OVERALL PLAN (SHEETS 2) Please include an overall sheet in the construction plan set. STREET CONSTRUCTION PLANS (SHEET 2,3,5) Sheet 2, 50' radii are required at the intersection of 96th Street NE and County Road 39. 2. Sheet 3, .revise the label "Temporary Access Road" to "Emergency Access Road". 3. Sheet 4 & 5, the current sheets 4 and 5 are in the incorrect order according to the sheet index. Please switch the location of these sheets in the plan set to match the sheet index. 4. Sheet 5, the "Emergency Access Road" can be a rural section (gravel) or a permanent local street section located across from Naber Avenue NE, the current road is neither. Please revise. 5. Sheet 5, the turn lane along Co. Rd. 39 is subject to county approval. 6. Sheet 5, label the size and type of culverts crossing under the emergency access road. STORM (SHEETS 4) 1. Sheet 4, include Pond P1's NWL and 2 -year HWL information. 2. Sheet 4, add arrows to depict the direction of flow of the storm sewer pipe. 3. Sheet 4, place the 24" pipe out of STMH #3 to the Mississippi River at an angle to .dissipate the energy coming out of the FES. 4. Sheet 4, label all pipe and flared end sections as RCP. \\Ha01\Shared Docs\Municipal\Aotsego22xx\2285\ot2285REV1.doc 5. The metal staples called out for the erosion stabilization mat on the bluff at the Mississippi River are not allowed. Only plastic or biodegradable staples or stakes are allowed in the City of Otsego. DETAILS (SHEETS -) 1. The appropriate section shall be identified in the typical section detail. 2. The 1.5" wear coarse for the Right Tum Lane shall be LVWE45030C. The Right Turn Lane is subject to county approval. 3. The typical section for the Emergency Access Road shall be a rural section (gravel) or a permanent local street section. GRADING, DRAINAGE & EROSION CONTROL PLANS 1. See storm sewer comment #5. 2. Give the NWL and 100 -year HWL information for the Mississippi River. 3. Give the NWL and 2 -year HWL information for Pond P1. 4. Pond P1 does not have the minimum depth of 4' as per City Standards. 5. 2% minimum grade must be provided over all individual and outlots. Many areas do not meet this requirement. Please revise grading to provide proper drainage. 6. An emergency overflow must be provided for the culvert under the street at Block 1, Lot 2. Please label the street low point near this culvert crossing as the E.O.F. and include the elevation. 7. Sheet 2, a garage elevation is needed fro Block 1, Lot 1. 8. An emergency overflow must be provided for the culvert under the street between Block 2, Lots 8 & 9. An E.O.F. must also be provided between lots to drain the low point at this location. Please label the street low point near this culvert crossing as the E.O.F. and the high point between the lots as the E.O.F. 1.5' of freeboard is required from the emergency overflow elevation for all lots affected by ponding water. 9. Pond P2 must have a 10:1 bench from the NWL down 1 foot. This would make the 898 contour the 899 contour and the -896 contour the 897 contour. Please revise the Pond 2P contours. 10. Label the type of culverts crossing under the emergency access road. STORM SEWER AND INLET SPREAD CALCULATIONS Submit for review. \\Ha01\Shared Docs\Municipal\Aotsego22xx\2285\ot2285REV1.doc HYDROLOGY REPORT 1. Submit for review. SUMMARY AND/OR RECOMMENDATION 1. Revise and resubmit for review. \\Ha01\Shared Docs\Municipal\Aotsego22xx\2285\ot2285REV1.doc CITY OF TSEGO ON THE GREAT RIVER ROAD MEMORANDUM To: Honorable Mayor and City Council From: Ron Wagner, P.E. City Engineer Bill Morris, P.E. Project Engineer Date: December 20, 2004 ITEM 8.2 8899 Nashua Avenue N.E. • Otsego, MN 55330 (763) 441-4414 9 Fax: (763) 441-8823 E-mail: cityhall@ci.otsego.mn.us Re: Comprehensive Plan - Water Supply and Sanitary Sewer System Eastern Side of City of Otsego Engineering Fee Estimate Cc: Mike Robertson, City Administrator Judy Hudson, City Clerk The City Council has requested we provide a cost estimate to complete the new comprehensive plan for water and sewer for the entire eastern side of Otsego. Now that the City has recently adopted the Updated City Wide Comprehensive Land Use Plan, we are able to proceed with the detailed analysis of the service area. For complex planning efforts such as this it is difficult to estimate the required manpower for the detailed topography analysis, for determining individual line segment service areas, system gradient and pipe sizing analysis, for alternative analysis of deeper gravity lines to minimize the number of sanitary lift stations required, for the cost analysis of each alternative, for integrating the service area potential with the capacity of the wastewater treatment plant, and for detailed modeling of the water system including the location of future elevated water towers, wells and pumphouses. Our best reference for establishing a reasonable estimate is to examine the comprehensive water and sewer planning effort for the West Otsego Sanitary Service Area that was completed in December of 2001. That plan cost the City of Otsego $34,000. If we build our estimate using this similar previous project as a guide, we should be able to arrive at a reasonable manpower estimate for performing the planning for the East Side of Otsego. The first step would be to identify and quantify the differences of scope between the two service areas. G:\Municipal\AOTSEGO\622\Comprehensive Plan\OT622 MEMO ENGINEERING FEE.doc The table below compares the main quantifiable differences between the 2001 West Otsego Sanitary Sewer Service Area and the East side of Otsego. ELEMENT OF WEST SIDE EAST SIDE RATIO OF SCOPE DIFFERENCE Overall Service Area 2400 acres 9500 acres 4 : 1 Existing Development 20 acres 2400 acres 120.0 1 to Integrate Potential for Seven alternatives Twenty alternatives 2.5 1 alternative analysis due to high due to low definition terrain definition terrain Limiting factors of None (1) Two existing 7 0 existing facilities sanitary lift stations (2) 70,000 feet of existing sanitary sewer lines (3) 70,000 feet of existing water lines (4) One existing WWTP (5) Four existing wells (6) Two existing pumphouses (7) One existing water tower Using the above general comparisons between the two service areas, it would be reasonable to expect the larger and more complex eastern service area to required more manhours to accurately evaluate. At least twice the effort could be justified. We therefore propose a not to exceed amount of $62,500. Included in the East Sewer and Water Comprehensive Plan will be cost estimates of the facilities required with a review of the current water and sewer access charges to insure they are appropriately set. G:\Municipal\AOTSEGO\622\Comprehensive Plan\OT622 MEMO ENGINEERING FEE.doc 2 LEGEND ® DENOTES TOTAL EAST AREA 9,504 ACRES ® DENOTES EXISTING EAST AREA 3,872 ACRES ® DENOTES TOTAL WEST AREA 2,469 ACRES l� 2000 0 2000 4000 SCALE IN FIEF DATE REVISION I hereby certify that this plan, specification, report was prepared by ander my OEM By: WLM Hakanson Anderson Assoc.,or Inc. )OCX SHEEP di I a direct supervision and that am a duly 1 Licensed Professional Engineer under the pLMN Bf: pph: Civil Engineers and Land Surveyors XXX OF laws of the State of Minnesota. LKA 12/21/04 3601 Thurston Ave., Anoka, Minnesota 55303 CITY OF oec 22, 2004 - 9:28am WILLIAM L MORRIS, JR., P.E. OEa® �': Fl� Na. 763-427-5860 FAX 763-427-0520 OTSEGO, MINNESOTA K:\-d_eng\land projects-2004\OT622— SAN —EX\dwg\OT622—STUOY.dwg Date XXX Lic. No. 41600 WLM OT622 www.hakanson—anderson.com SHEEfS NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 20 December 2004 RE: Otsego — Residential Sewer Capacity NAC FILE: 176.08 The City's policies for provision of sanitary sewer service include a number of growth management statements applicable to residential development intended to protect the City financially and balance and pace the rate of growth to allow City services to be expanded to meet demand. These policies include: Thirty (30) percent of available waste water treatment plant capacity within each sewer service district shall be reserved for commercial and industrial development. Available municipal sanitary sewer and water service shall be provided only to lands within the immediate urban service area on a first come, first serve basis. Preliminary plat approval by the City shall not guarantee access to sanitary sewer service. The City shall only guarantee such service to approved final plats with signed contracts which assure the City of timely development. The latter policy has been included as a condition of approval in all preliminary plats and in the language of the development contract executed for each final plat within both sewer districts. City staff has been providing the City Council with updates as to the allocation of sanitary sewer capacity for residential development. All of the capacity of the existing 400,000 gpd. east waste water treatment plant available for residential development has been allocated. Furthermore, all of the capacity of the 600,000 gpd. west waste water treatment plan available for residential development will be allocated upon approval of the submitted Arbor Creek 3rd Addition Final Plat. This application is considered to be complete and will be reviewed by the City Council at their meeting on 10 January 2005. In response to the current capacity situation, clear direction is required from the City Council as to future preliminary and final plat applications until additional sanitary sewer capacity may be available in either sewer district. Our office has drafted the attached resolution for this purpose. The resolution establishes that no new preliminary plat applications will be excepted until a contract is executed for construction of the planned expansion of the east waste water treatment plant and completion of the City Engineer's sewer and water facilities plan update. No applications for final plats for residential uses within the east sewer district will be accepted until construction of the east waste water treatment plant expansion is complete to the extent that additional treatment capacity is on-line. In the west sewer district, the policy is to be essentially the same. No preliminary plats will be excepted until a contract is executed to expand the existing treatment plant and no new final plat applications accepted until that expansion is substantially complete. We have included an exception to these policies to allow additional phases of the Martin Farms and Zimmer Farms Final Plat within the west sewer district. The reason for the exception is that these developers made substantial upfront investments in trunk facilities that end any discussion about annexation/detachment of land from Otsego north of 1-94, allowed for improvement of MacIver Avenue and extends utilities to the land guided for commercial use at CSAH 37 and MacIver Avenue. The exception allows Martin Farms and Zimmer Farms to develop up to an additional 360 residential dwellings. A minimum 10 percent of the west waste water treatment plant's capacity would continue to be reserved for commercial or industrial uses. The proposed resolution is to be discussed by the City Council at their meeting on 27 December 2004. C. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Michael C. Couri* Andrew J. MacArthur Robert T. Ruppe** David R. Wendorf Kristen H. Carr *Also licensed in Illinois **Also licensed in Cal#bmia December 17, 2004 Citv Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Otsego, MN 55330 RE: Riverwood National Dear Council Members: COURI, MACARTHUR & RUPPE, P.L. L. P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAX) courintacarthur@earthlink.net ITEM 9-1 DE �� 2 j 2004 I UI At the request of the City Council myself and Ron Wagner met with Chris 'Bulow on Thursday, December 16 regarding the status of the sanitary sewer and water in his development. As you know, the City has suspended issuance of any building permits until such time as Bulow, Inc. could demonstrate to the City Council that they are making substantial progress on building the needed sewer and water infra -structure. At the last City Council meeting Mr. Bulow appeared to argue for use of a temporary water system during construction of the required well and pumphouse. The Council directed myself and Ron to meet with him and also asked that he submit something in writing. The submitted letter contains his proposal which would allow for temporary use of an alternative water system. Rather than submitting bonds, Mr. Bulow has proposed to submit the required 1.8 million dollar security requirement contained in the Developer's Agreement in the form of a Letter of Credit. Further, he has also agreed to pledge the warranty amount of the existing Letter of Credit to insure construction of the sanitary sewer and water facilities. This would provide the City with roughly 2.2 million dollars in Security The additional security would cover the additional cost of the water system above the initial estimates. Letter to Otsego City Council December 17, 2004 Page 2 At the conclusion of the meeting I told Mr. Bulow that I would be out of town on the 27th but that I would provide some input for that meeting. I understood that the Council had directed us to come back with something for the agenda on the 27th but had not authorized the drafting of any documents. I am not making a recommendation that Mr. Bulow's plan be accepted but am merely commenting on whether or not it could be accommodated in an amendment to the Developer's Agreement that would adequately protect the City's interests. It is my opinion that with the amount of security willing to be pledged, that construction of additional houses could be accommodated by temporary water service as long as the Developer agreed to a strict schedule in compliance with the City Engineer's letter, agreed to further indemnification of the City, disclosure to builders and penalty for non- compliance all of which would have to be contained in an amendment to the Developer's Agreement. All of this would be, of course, subject to the City Engineer's approval. Please also note that Mr. Bulow's letter references City responsibility for portions of the "additional" cost of the water system. In the original Developer's Agreement he agreed to construct a specific system. The bond required was only an estimated cost of the facility, and did not constitute any obligation for the City to pay or reimburse any discrepancy between the estimate and the actual cost. The City has no obligation to amend the Agreement. If the Council chooses to amend it I would proceed to draft the Agreement after the fact and based upon the Council's motion, including language to protect the City's interests. The timelines in the original Agreement would also have to be amended. If substantial questions are raised the Council can always table the matter to the next meeting. Very .urs, ew J. COURI, CARTHUR & RUPPE, PLLP cc: Ron Wagner, City Engineer Dan Licht, City Planner Chris Bulow, Bulow, Inc. Dec 20 04 12:55p Chris and Linda 763-271-5051 p.2 Bulow. Inc. 10444 95"' Street NE Monticello, MN 55362 (763)271-5050 December, 16"', 2004 Dear City Council and Staff, T1us letter is in regard to the discussion with the City council Monday December 13 about Bulow, Inc.'s developers agreement for Riverwood National. We would like to discuss and apply for changes of the Developer's Agreement set forth in these bullet points. • Bondin for Sewer Treatment and Water Facility Bulow, Inc. will supply Letters of Credit in the amount of $500,000 for the Water Facility and $1,300,000 for the Sewer Treatment Facility. We would also allow the warranty portion of our existing Letter of Credit to be reworded to include the Water and Sewer Treatment systems. We would ask the City to allow for temporary water supply before Feb. 11, 2005 from state approved potable water source. • Plans and Specifications Bulow, Inc. will start supplying plans and specifications for the Sewer Treatment Plant prior to Dec. 31', 2004 and have final plans and specifications delivered to the City prior _ to January 31st, 2005 with construction starting not later than by April 15"', 2005. • Building Permits Bulow, Inc. will post the Letters of Credit and that will give the city surcity that these facilities will be constructed and we would expect that building permits be issued at that time with no C.O.'s granted until the temporary water supply is in place. • EMading Water Facility We would like to snake the City fully aware that construction of the water system that would supply water for RWN with 2 wells and an adequat tank system, pump house and controls was estimated to cost $350,000 - $400,000 which fits with our bids and estimates and also with the City of Otsego original cost estimates. The facility that we are now building is substantially more expensive with an estimated cost of construction somewhere between $700,000 and $800,000. We expect the City will be responsible for the difference. In our conversations with both staff and Council we have been assured they would be responsible for the difference in costs. Dec 20 04 12:55p Chris and Linda 763-271-5051 p.3 • Hvdroneumatic Tank Our investigation from the tank manufacturer lead us to believe a used Hydro Tank has a limited market value and that 5011/6 of it new value would be the top of market value for this item because most tanks are custom made and have custom specifications. Sincerely, Chris Bulow December 6, 2004 Mr. Chris Bulow 10444 95th St. NE Otsego, MN 55330 RE: Riverwood National Dear Mr. Bulow: The City Council has requested we provide a schedule for Riverwood National water and wastewater facilities. This schedule is required to assure the City that the Riverwood National project continues to proceed toward a point at which building permits and ultimately certificates of occupancy can be issued. The Development agreement, which was signed March of 2004, states all bonds or Letter of Credits must be in place and that the project be complete so CO's can be issued April 1, 2005. In order to receive the CO's the following must be accomplished a) Approved plans (by City Engineer and applicable state agency) for the well, pumphouse, wastewater treatment plant 1) Well water must be sand free at 1,000 gpm for a 24 hr drawdown period with a well drawdown index greater than 10.00 gpm/ft. 2) Water Analysis of Test Well Raw Water that shows the water contaminants are below the regulated limits and near the levels as found in Well #4. b) The LOC or bonds (approved by the City Attorney) in place with the City c) Well constructed and approved by City Engineer and MDH, including a temporary well pump and pressure tank operation for limited residential supply. d) Sewer lines and liftstation completed and approved by City Engineer e) Pumphouse and wastewater treatment plant construction started. A time line of these requirements is as follows 1) Reviewable signed construction plans and specifications for well and pumphouse to the City Engineer by December 16`h of 2004. a) Preliminary plans and specification for wastewater treatment plant submitted by January 28`h, 2005. 2) Review comments on well and pumphouse back to developers' engineer within one week, December 20th. a) Review comments on wastewater treatment plant and specifications by February 11 `h. \\Ha01\Shared Docs\Municipal\Aotsego22xx\2246\Time line letter.doc Mr. Chris Bulow December 6, 2004 Page 2 3) Revised well and pumphouse plans and specifications resubmitted for final review by December 31S` a) Revised plans and specifications for wastewater treatment plant resubmitted by February 25', 2005. 4) Final Plan Review for well and pumphouse by City Engineer by January 10"'. a) Final plans and specification for WWTP review by City Engineer by March 9, 2005. 5) Submit final plans and specs for well and pumphouse to City Engineer by ' January 17'h of 2005. a) Submit final plans and specifications for WWTP to City Engineer by March 11, 2005. 6) Submittal of final plans and specifications to MDH by January 18'h. a) Submittal of final plans and specifications for WWTP to MPCA by March 140', 2005. 7) Approval by MDH of well and pumphouse plans and specs by February 14, 2005. a) Approval of WWTP plans and specs by MPCA by April 15'h. 8) Construction started on well and pumphouse by February 25"' of 2005. a) Construction started on WWTP by April 25"'. 9) Well constructed and approved for potable use by City Engineer and MDH by March 31" of 2005. 10) Sewer lines tested for I and I and approved by December 31s` of 2004. 11) Liftstation completed with pumper truck connection for wastewater hauling, by January 28"' of 2005. 12) Continual construction progress on pumphouse and wastewater treatment plant. 13) Pumphouse completion by July 29"', 2005. 14) WWTP construction completed by December 31, 2005. If any of the time lines are not met the City can pull the bonds or LOC's and complete the project. Hakanson Anderson will work with you to meet this deadline by diligently reviewing plans and answering any questions. Mr. Chris Bulow December 6, 2004 Page 3 The City may allow a limited number of Certificates of Occupancy after pertinent items are completed and progress points a, b, c, and d are met. According to the time line developed above, the earliest reasonable date any C.O. could be issued would be March 31, 2005. We understand your desire to be issued C.O.'s by February 11, 2005. Please submit your schedule to meet this very optimistic deadline, so we may review and comment. If you have any question or comments you may contact me at 763-427-5860. Sincerely, Hakanson Anderson Associates, Inc. Ronald J. Wagner, P.E. CC: Honorable Mayor and Council Mr. Andy MacArthur, City Attorney Mr. Dan Licht, City Planner Mr. Mike Robertson, City Administrator Ms. Judy Hudson, City Clerk Mr. Tim Rochell, Building Inspector Mr. Bill Morris, Project Review Engineer Dec•22. 2004 10:39AM MARK TRAUT WELLS INC. MARK 1 TRAUT WELLS INC 141 28T11 AV SOUTII WATTF. PARK MN 56387 320-251-5090 320-259-0591 FAX FACSIMILE TRANSMITl'AL SHEET N o , 2 5 2 3 P - 1 Bill Monis David Traut COMPANY: 13 ATI;: Hakanson Anderson 12/22/2004 FAX NUMBER: TOTAL NO. OF PNCE_ INCr.UnrNC; COV101: 763-427-0520 4 PTdgNr. 41)Mlirlt: P,NT)RR'S P.I I;ISItI;.Nta NUMBER: 763-427-5860 Rn: YOU It REt;hx.rNCE NUMBER: Bill I,= forwarding this info) just to keep you up to speed on Otsego #7 ❑ 1JRGF.NT X❑ FOR RL'VLL'•W ❑ PLEASE COMMtFNT ❑ PI.F'.ASF: REPLY ❑ PLEASE mCYCT.F. It appears that this wellat the gulf cour,c is a F.1.C7. I don't recall from who but. T was told this was a MT. S11TI.On well . This would explain why this well was not blasted and bailed. Chtis Bulow was onsite with Buck on 12-21-04 , Upon initial start up the water was black then turned brown . 'the sand content was at about 3/8" circle per gallon for at least 30 .minutes / after 3 hours it was down tc) 3/16 "circle per gallon (we est this to be al)out. 4to 5 ppm) I understand that you wish to do acklitional test pumping on this well priot to allowing it to be hooked up . '11iis well has been in service but. it could be a long tune before it pumps dean at a high rate (400 to 500 gpm) . think this well should have a valve installed to reduce the flow to what you need for. flow If I have the info tight MD1 I will allow upto 15 hooliatps . So it seem that. abouit 80-100 GPM would suffice. We can start and stop the pump at 100 gpTn to verify if the well is sand flee at the lt)wcr ratio. P.S , BAc%- Te57- it, li 6c i.I®.� a Dec,22. 2004 10:39AM MARK TRAUT WELLS. INC, Project: 11, fin -EAS U iT�ri MLA" Datc: Unique#: 70 Lt N o . 2 5 2 3 P, 2 Pid-et'z Well Data Pump Data -"gkiecr n - f) f,,14 L/6 H 7- Manufacture e Static Water Level (SWL) '57.8 Installation Date Drawdown. /00 - 1),v 4.50 6tJn Installer ,T Drilling Date S - I - oLCapacity V6,0 c3pm@ 10 .1,*DH Driller lm . agaVx7l Motor: HP RPMf toQU Original Casing Elevation Vent ' ' 0 ' Lop - Depth in Feet/ Formation Volts k 0 Phase 3 HZw/O XX51 Well 7Seal Wire ee SWL Col-unui casilig Check Valve Si7e- PWT1 O'd Bowls -7- —)- 4,50 -2-v Brand- F- e , MotorGOO BERKE',_[-Y ====m C=RUN = DEC_21)ec.22- 2004 10:40AMZAUGFMARK TRAUT WELL' INC -is rINELL LOCAFION ClrrnllY Nanta ,, .. ,nIV Nama lbwmehlp No, lFlauge No. Seclivn atsego 12111 24M 14 GPS LOCATION: Lullluoe Joprono .—._._ Irmrnlcm I•omomtdrl _ de0raee mmise _ t,louen Nunrhar, SIMal Nnnre, Chy, and Zlp Coda (i1 Well Locattm arecl boWaon of well In potion Vile with I 11 mile 1 i Imo 1 TO: 132_025%N0.2523 P - 4:2,3 MINNESOTA DIFFARTMENT OR HUM WELL AND BORING RECORD Mlnneeote S(e(u(e9, Choptol 1011 7mcdon - WELL DEPTH tOpm010ted) SW SE i 274 ILI ser,r s ORILLINO METHOD eecondi ❑ ODMe Twit ❑ Oliver, a Alper (z Rotary or Fire MrrtOer ' j MIAWF.$OTA UNIOUE WELL rJ 706924 ;orrrpletea st 17, 2004 ❑'olm ❑ JA WA 5FRACTLLRE07 rl Yee III No sketch map of well Iorallm Mgt" & bentonite Ir -ROM _ IL TO SM,whrgg popmlF lues. e� roerls mrd bmldirrgs USE n mr Ntoa,% 9Jttle. St• 11E g (] HealmglCoollrly n Oomowlo ❑ EMron Bore Hole ❑ bvmTrl✓Cammemlel ❑ Ndncolrllnunrry PWS urnodon ❑ RemeAiN 1 r CommYNN Pw9 _ Oeweledna 1 CASINO Ove Shm? ❑ Yns 10 Nn MULE MAM. ^ ❑ stow ❑ 1 hreeded ❑ WddH v nynb mDlllu9 eoaraee d 141141om Ihurl w,dl luwllon adurese Indicated scow. 10444 96th. St. N-Ele Plaint t cel 1 o. MiV 55382 GEOLOGICAL MATUMALD indstone shale thnn funMrly owTmn urkLeye urdltelN Shaw. COLORI MAnO MATE.SOF I DRUM I 10 Mr. BLACK WELL CONTRACTOR COPY CA'ING GIAMETER. WEIGHT �e 7-4 hl. to ILi"- _ in. h, _. II. ID8J11 __ in. SCREEN OPE a, _ ;Iou(iauze Ldn(ph —_ lei Denreen 11 and if. FITTINGS ;TATIC WATCRLEVEL S$ n [�Delor ❑ eoew lana crmaa DnM rrp:rsurea �f � %`� ,timpum i sj1 vl;4 (no"wMmrl.im) _115 l� �n�r.... . 2 —Me pymahtg �� ri11' Pctn.p.ra NELL HEAD COMPLETION ] PiOW2 nrinpler mnmdnctum Model _, ] C -0v P^,tvsnn_..... _ _ _ , ( I3 In above jfmda ] AI•yrnaa (1jmnrrnnm9ninl Walls and 2Drin9 ONLY) (;WAITING INrORMATION Well grouted[� Yoe Cf No QW nletertal jaw Neat eomom n Benlonne C]COnc•gie aNjOh Solids 0enlonne A. k Br'oiit (",m-0-1`-30— °- 3 D Tda �bcr om At� C2mnt imm_.X_ to-245_R—4A.... D yds. FAbage I,om r" _ (t. 1.1 vee. ❑ bOpe NFAREAT KNOWN SOURCG OF CONTAMINATION 50 1601 worth _-d'reVion Pond tya Wen dufniected umn eomolsom (] we 0 Nn _ PUMP ❑ Nut i %"ad OdW Inlhtlhd _91,WSC 1 /, Cly Manu lerer'a mma_Be ftel•ey Modal nurrdtrtr_7T20.450MP 20 - Vona_AM Length of drop pipe 14,11 II. Capscny_450, .. 9,0,11 Type:[4SubrrmrsibW ('111-8.1Li6Ine QnaellolocAlInd ❑JQ ❑ neve env not M use end not sealed Nen(sl 0 Yos Wa6 It, variance grantedirorn Oro MDH for tale Well? LJ Yea LkNo FNB, ., WALL CONTRACTOR CERTIFICATION Tt1N well was donee under my sipervlelon and In accordmxs with t4nnowth RuWR Chaplet 4725. TI1e 111fotnlenon contented In tele (atom Is true to Ne beet o1 my knowle4go. hard 1 21S IS3 M. Preagnt Or111 i ng,,.., Inc,. 86578 firm r wm 21 S P-74 Llcenlp B/4shass Nam" LC. or Rey. no. A4"Irxlm. 1 Arpre:rrdath., SiNrmwre Dere Steve Praught 8/19/04. 69241 DEC -21-2004 21:45 FROM: 'PRECISION LANDSCAPING INC. 4517 CHRISTOPHERSON RD NW ALEXANDRIA,MN 56308 PROJECT LOCATION: OTSEGO,MN PROJECT NUMBER: MCIVER AVE. CONTRACTOR: BUFFALO BIT. DATE OF WORK- nFCFMRFR TO:17634270520 P.1 INVOICE DATE: DEC. 15,2004 QTY UNITS DESCRIPTION UN.PRICE TOTAL 13.35 TON MULCH 1 113.45 $1,515.692 2 LS MOBILIZATION 750 $ 1,500.00 MN/DOT CERTIFIED MANAGERS & INSTALLERS Kendal Larson ; owner/operations manager Telephone (800)930-4109 Fax: (320)852-7382 TOTAL INVOICL I $ 3,015.69 j ITEM 10.1 EVT is ��� Date: December 22, 2004 To: Mayor & Council From: City Administrator Mike Robertson Re: Nuisance Fines The following properties have not paid the fines they have received for nuisances. It is my recommendation that the unpaid fines be levied on their property taxes. The amounts are listed below. NAME ADDRESS FINE INTEREST TOTAL David/Rita Peterson 14333 871h Street $1,000 $ 650 $1,650 Jeff/Karen Klonne 8125 Ochoa Ave $1,000 $1,050 $2,050 Richard Zobel 14436 85th Street $1,100 $ 540 $1,640 fines.wps