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03-13-06 ITM 5_1 CLAIMS LIST CITY COUNCIL MEETING MARCH 13, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 02 -28 -2006 $ 167,032.06* 02 -28 -2006 $ 4,038.20 03 -06 -2006 $ 29.00 03 -09 -2006 $ 673,124.11 * Hakanson ($143,035.91) and Couri ($23,996.15) checks approved on last claims list. PAYROLL 03 -01 -2006 $ 29,041.66 GRAND TOTAL $ 844,223.37 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 02/28/06 1:45 PM Page 1 *Check Summary Register© FEBRUARY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid COURI MACARTHUR LAW OFFIC $23,996.15 SCHOOL DISTRICT UnPaid HAKANSON ANDERSON ASSOC $143,035.91 PHEASANT RIDGE 5TH UnPaid ICMA RETIREMENT TRUST $537.31 PPE 2/25/06 CH DTD 3/1/06 UnPaid JERRY OLSON $600.00 2/12 THRU 2/25 - 12 HOURS UnPaid PUBLIC EMPLOYEES RETIREME $2,900.89 PPE 2/25/06 CH DTD 3/1/06 Total Checks $171,070.26 FILTER: None • CITY OF OTSEGO 02/28/06 1:45 PM Page 1 *Check Detail Register© FEBRUARY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER _ _ __ _ _ Unpaid & r J? „_ , .r „ ,___ _COURT MACARTHUR LAW OFFICE ._____�r�,. ___ _ __ ___ E 444 -43100 -301 Legal Services $473.00 WINTER FAMILY EASEMENT G 701 -22460 FEATHERWIND - FARR $1,319.50 FEATHERWIND FARMS G 701 -22465 GREAT RIVER CTR $1,189.00 TERRA DEV - GRT RIVER CENTRE G 701 -22438 KITTREDGE CROSS 10 $725.00 KITTREDGE CROSSING 10 G 701 -22445 RIVER PLACE 11 $594.50 RIVERPLACE 2 G 701 -22474 CRIMSON PONDS WEST 2ND ADD $551.00 CRIMSON PONDS WEST 2 G 701 -22462 DUKE REALTY $362.50 DUKE REALTY G 701 -22392 MISSISSIPPI COVE $319.00 MISSISSIPPI COVE G 701 -22469 1 -94 W IND PARK 3RD (RHEA CO.) $165.00 RHEA VAC - 194 IND PARK G 701 -22465 GREAT RIVER CTR $145.00 GREAT RIVER CENTRE G 701 -22422 ROTTLUND HOMES $43.50 ROTTLUND - PINNACLE CROSSING G 701 -22315 RIVERWOOD NATIONAL $6,626.00 RIVERWOOD NAT'L E 475 -43100 -301 Legal Services $29.00 WATERFRONT EAST G 701 -22444 DAYCARE - LEAPS & BOUNDS $72.50 LEAPS & BOUNDS E 441 -43100 -301 Legal Services $4,256.65 CITY CAMPUS PLAT E 441 -43100 -301 Legal Services $165.00 OERTEL CONTRACT E 414 - 43100 -301 Legal Services $55.00 QUAILE AVE /CHRISTIAN ACRES E 408 - 43100 -301 Legal Services $116.00 OTSEGO CREEK E 406 -43100 -301 Legal Services $1,575.00 DRAINAGE PROJ 2003 E 250 -42410 -311 Ping &Eng. - 101Traffic Study $1,914.00 HIGHWAY 101 E 250 - 42410 -311 Ping & Eng. - 101Traffic Study $1,160.00 DARKENWALD E 101 -41700 -301 Legal Services $1,678.00 GENERAL E 101 -41700 -301 Legal Services $242.00 MOORE E 101 -41700 -301 Legal Services $165.00 LENZ E 101 -41700 -301 Legal Services $55.00 SCHOOL DISTRICT Total COURI MACARTHUR LAW OFFICE $23,996.15 Unpaid HAKANSON ANDERSON 71166146 G 701 -22422 ROTTLUND HOMES $3,420.56 17317 ROTTLUND HOMES G 701 -22435 Kittcross 9th $72.19 17321 KITTREDGE CROSSING 9TH G 701 -22438 KITTREDGE CROSS 10 $1,922.16 17322 KITTREDGE CROSSING 10TH G 701 -22445 RIVER PLACE 11 $808.50 17323 RIVERPLACE 2ND G 701 -22460 FEATHERWIND - FARR $68.00 17324 FEATHERWIND G 701 -22444 DAYCARE - LEAPS & BOUNDS $148.50 17325 DAYCARE G 701 -22409 PLEASANT CRK 3RD $422.81 17328 PLEASANT CREEK 3RD G 701 -22413 OTSEGO PRESERVE 11 $1,266.13 17329 OTSEGO PRESERVE 2ND G 701 -22397 SUNRAY FARMS 2ND $462.00 17335 SUNRAY FARMS 2ND G 701 -22394 DUERR PROP $160.33 17337 DUERR CREEK G 701 -22396 ARBOR CREEK 2ND $191.60 17340 ARBOR CREEK 2ND G 701 -22377 OTSEGO PRESERVE $579.22 17341 OTSEGO PRESERVE G 701 -22384 FOREST HILLS $26.81 17353 FOREST HILLS G 701 -22451 EMMERICH EAST $313.35 17354 EMMERICH EAST - LEFEBVRE FARMS G 701 -22401 ZIMMERFARMS 3RD $333.31 17355 ZIMMER FARMS 3RD G 701 -22465 GREAT RIVER CTR $1,370.20 17356 GREAT RIVER CENTRE G 701 -22406 KITCROSS 5/6 $2,951.48 17357 KITTREDGE CROSSING 5TH & 6TH G 701 -22432 OTSEGO PRESERVE III $1,228.43 17358 OTSEGO PRESERVE THIRD G 701 -22419 ZIMMER 4TH $514.91 17359 ZIMMER FARMS 4TH G 701 -22374 KITTREDGE FINAL $300.00 17361 KITTREDGE 2ND, 3RD & 4TH G 701 -22393 REMINGTON COVES $1,515.83 17362 REMINGTON COVES G 701 -22462 DUKE REALTY $100.00 17367 DUKE REALTY G 701 -22366 MARTIN FARMS $3,248.41 17368 MARTIN FARMS G 701 -22369 DR H ZIMMER PROP $463.26 17370 ZIMMER FARMS G 701 -22361 SUN RAY FARMS $462.00 17371 SUNRAY FARMS G 701 -22356 KITTR CROSS PPRZ $3,560.90 17372 KITTREDGE CROSSING G 701 -22349 ARBOR CREEK $411.47 17373 ARBOR CREEK CITY OF OTSEGO 02/28/06 1:45 PM Page 2 *Check Detail Register© FEBRUARY 2006 Check Amt Invoice Comment G 701 -21973 Pheasant Ridge 5th $350.00 17492 PHEASANT RIDGE 5TH G 701 -22434 Crimson Ponds West $2,400.85 17493 CRIMSON PONDS WEST E 101 -41560 -302 Engineering Fees $753.13 17508 2006 MSAA E 426 -43100 -302 Engineering Fees $728.38 17509 QUADAY AVE - 78TH TO CSAH 37 G 701 -22321 RIVERPOINTE 2ND $100.00 17511 RIVERPOINTE 2ND G 701 -22463 ARBOR CREEK 4TH $810.21 17513 ARBOR CREEK 4TH G 701 -22433 ZIMMER FARMS 5 /PHASE 4 $875.23 17514 ZIMMER FARMS 5TH G 701 -22467 ZIMMER FARMS 6 $435.12 17515 ZIMMER FARMS 6TH E 428 -49400 -302 Engineering Fees $240.00 17516 TRUNK WATERMAIN WELL 4 &5/WATER E 499 -49400 -302 Engineering Fees $1,135.58 17517 CITY WELL HEAD PROTECTION E 250 -42410 -311 Ping & Eng. - 101Traffic Study $1,438.74 17518 TRUNK HWY 101 E 475 -43100 -302 Engineering Fees $871.91 17519 STREET LTGNG - WFE /MISS SHORES E 414 -43100 -302 Engineering Fees $7,780.38 17520 CHRISTIAN ACRES - 62ND & QUALE E 101 -41560 -302 Engineering Fees $8,666.80 17521 2006 OTSEGO RD MAINT PROJ E 430 -43256 -302 Engineering Fees $240.00 17522 W OTSEGO LIFT STATION El E 430 -43256 -302 Engineering Fees $306.81 17523 W OTSEGO PUMP HOUSE /PNEUM TANK E 444 -43100 -302 Engineering Fees $24,414.83 17524 101/37/42 SAN SWR & WATER BORI E 601 -49400 -302 Engineering Fees $2,118.06 17525 SCADA REV & RADIO FREQ LICENSE G 701 -22410 RWN SEWER/WATER FEE $12,000.00 17526 KADLER AVE FORCEMAIN E 101 -41560 -302 Engineering Fees $1,280.05 17528 STAFF MEETINGS E 101 - 41400 -348 Maps $627.38 17529 GOPHER ONE CALL MAPS E 101 -41560 -302 Engineering Fees $2,677.02 17530 CITY MAP E 601 -49400 -302 Engineering Fees $771.07 17535 SCADA G 701 -22444 DAYCARE - LEAPS & BOUNDS $11,979.32 17535 DAYCARE - S/W G 701 -22469 1 -94 W IND PARK 3RD (RHEA CO.) $131.42 17535 194 WEST IND PARK E 101 -41560 -302 Engineering Fees $214.55 17535 DARKENWALD E 441 -43100 -302 Engineering Fees $5,388.47 17537 PUBLIC WORKS BLDG E 444- 43100 -302 Engineering Fees $741.12 17538 TRUNK SAN SWR & WTRMN © CSAH 4 E 444 -43100 -302 Engineering Fees $3,616.83 17539 TRUNK WTRMN & FRCMN -TH101 FR E 203 -45210 -302 Engineering Fees $557.63 17540 CITY PARKS TOPOGRAPHIC SURVEY E 480 -43100 -302 Engineering Fees $253.35 17542 ALBERTVILLE & OTSEGO ISSUES E 480 -43100 -302 Engineering Fees $10,208.56 17543 I94 /ALBERTVILLE TRAFFIC STUDY E 408 -43100 -302 Engineering Fees $2,185.94 17544 OTSEGO CRK IMPR PROJ E 475 -43100 -302 Engineering Fees $1,006.28 17545 OTSEGO WFE UTILITIES E 101- 41560 -302 Engineering Fees $801.50 17547 MISC ENGINEERING E 406 -43100 -302 Engineering Fees $80.00 17547 LEFEBVRE CREEK - SEBECK/COTA ESM G 701 -22331 PHEAST RIDGE 6 $119.23 17548 PHEASANT RIDGE 6TH G 701 -22315 RIVERWOOD NATIONAL $8,407.80 17551 RIVERWOOD NATL Total HAKANSON ANDERSON ASSOC INC $143,035.91 rialid -- -- ICMA RETIREMENT TRUST G 101 -21705 Other Retirement $345.00 PPE 2/25/06 CH DTD 3/1/06 E 101 -41400 -121 PERA $192.31 PPE 2/25/06 CH DTD 3/1/06 Total ICMA RETIREMENT TRUST $537.31 Unpaid , ..�, -- ,�.�.,.�.,,a JERRY OLSON �...,. ..._,, .M.,.- .,,...� .�. _.�- ,m — .. ..._.,.. ._._. _. E 250 - 42410 -390 Contracted Services $600.00 2/12 THRU 2/25 - 12 HOURS Total JERRY OLSON $600.00 Unpaid - — PUBLIC EMPLOYEES RETIREMENT FD E 101 -41600 -121 PERA $182.05 PPE 2/25/06 CH DTD 3/1/06 E 101 - 41400 - 121 PERA $299.01 PPE 2/25/06 CH DTD 3/1/06 E 101 -43100 -121 PERA $476.86 PPE 2/25/06 CH DTD 3/1/06 G 101 -21704 PERA $1,387.37 PPE 2/25/06 CH DTD 3/1/06 E 250 -42410 -121 PERA $555.60 PPE 2/25/06 CH DTD 3/1/06 Total PUBLIC EMPLOYEES RETIREMENT FD $2,900.89 CITY OF OTSEGO 02/28/06 1:45 PM Page 3 *Check Detail Register© FEBRUARY 2006 Check Am I nvoice Comment 10100 BANK OF ELK RIVER $171,070.26 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $20,043.03 203 PARK DEVELOPMENT $557.63 250 BUILDING PERMIT FEES $5,668.34 406 Lefebvre Watershed $1,655.00 408 Otsego Creek Watershed $2,301.94 414 Revolving Capital Improvements $7,835.38 426 Quaday & CSAH 37 $728.38 428 WEST WATER PROJ $240.00 430 West Trtmnt Plant -Phase 1 $546.81 441 Otsego City Campus $9,810.12 444 SE Utilities Project $29,245.78 475 Waterfront East/Miss. Shores $1,907.19 480 I94 /CASH 37 Project $10,461.91 499 WELLHEAD PROTECTION PROJECT $1,135.58 601 WATER FUND $2,889.13 701 DEVELOPMENT ESCROWS FUND $76,044.04 $171,070.26 CITY OF OTSEGO 03/09/06 8:01 AM Page 1 *Check Summary Register© MARCH 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AIRGAS, INC. $129.27 SUPPLIES UnPaid ARROW TERMINAL LLC $146.26 ROLLER TRAILER UnPaid BLUE CROSS BLUE SHIELD OF $9,334.00 FINANCE - APRIL UnPaid BONESTROO ROSENE ANDERLI $23,467.33 WEST WWTP PHASE 1 UnPaid BRADLEY BELAIR $180.00 JAN /FEB /MARCH CELL UnPaid CHARTER COMMUNICATIONS $100.01 MONHLY SERVICE UnPaid CITY OF BUFFALO $300.00 MIKE - DUES & MEMBERSHIP UnPaid CITY OF MONTICELLO $348.00 ANIMAL CONTROL JAN 2006 UnPaid COBORNS INC $82.35 DRY CLEANING UnPaid DEHNS 4 SEASONS $78.23 OTSEGO CREEK WORK UnPaid DISTRICT 728 COMMUNITY ED $9,921.00 05 RECREATION PROGRAM UnPaid DJ'S TOTAL HOME CENTER $216.40 BULB- CITY HALL BLDG UnPaid DON MASS $180.00 JAN /FEB /MARCH CELL UnPaid EARL F ANDERSON INC $1,231.83 PLEASANT CRK 3RD UnPaid ECM PUBLISHERS INC $1,453.64 HEARING UnPaid ELK RIVER PRINTING & PARTY $415.35 FILE FOLDERS UnPaid FINKEN'S WATER CARE $140.12 CITY HALL UnPaid GRIDOR CONSTR., INC. $385,883.00 EAST WWTP PHASE 3 UnPaid HAN'S BAKERY $32.60 PERMIT WORKS MEETING UnPaid HAROLD LEONARD $180.00 JAN/FEB /MARCH CELL UnPaid HEARTLAND TIRE SERVICE INC $1,839.71 TIRES 'nPaid HYDRANT SPECIALIST INC $323.09 HYDRANT REPAIR AT 42 iPaid HYDRO METERING TECHNOLOG $10,543.50 METERS JnPaid 194 WEST CHAMBER OF COMM $15.00 MIKE UnPaid JESSICA STOCKAMP $224.59 SUPPLIES EASTER EVENT UnPaid JOE ABRAHAMSON $180.00 JAN /FEB /MARCH CELL UnPaid KNUTSON RICK $180.00 JAN /FEB /MARCH CELL UnPaid LITTLE FALLS MACHINE $357.64 PLOW REPAIR UnPaid LONG & SONS $1,100.25 CARPET CLEANING UnPaid MARTIN BENEFIT ADMINISTRAT $65.00 MONTHLY FEE UnPaid MENARDS $132.48 STREET SIGNS UnPaid MERGES ANDREW $4,916.66 FEB 06 WORK UnPaid MONTICELLO ANIMAL CONTROL $255.00 PICK UP OF DOG /CATS UnPaid MPSA $60.00 PAT & RICK MEETING UnPaid NAPA OF ELK RIVER INC $403.52 TUBING UnPaid . NEWMAN TRAFFIC SIGNS $323.77 STREET SIGNS UnPaid NORTHERN TOOL & EQUIPMEN $31.93 CARPET DOLLIES UnPaid NORTHLAND SECURITIES $1,125.00 05 DISCLOSURE FILING UnPaid NORTHWEST ASSOC CONSULT $10,393.29 MISSISSIPPI COVE UnPaid OERTEL ARCHITECTS $89,800.00 PUBLIC WORKS STUDY UnPaid OFFICEMAX $162.87 STAMP /INK UnPaid PAT LAUNDERVILLE $180.00 JAN /FEB /MARCH CELL UnPaid PIONEER RIM & WHEEL CO $524.58 ROLLER TRAILER UnPaid PLAISTED COMPANIES $246.35 CONTRETE SAND UnPaid REED BUSINESS INFORMATION $318.00 KADLER FORCEMAIN UnPaid RICE LAKE CONSTRUCTION GR $53,577.80 WEST WWTP UnPaid SCHARBER & SONS $319.50 LILY POND PARK WOOD CHIPPER UnPaid THOMAS CARTER $142.88 POSTER BOARD MCGRUFF ' "nPaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER Paid TR COMPUTER SALES LLC $1,462.18 BLDG DEPT COMP WORK JnPaid US HOME CORPORATION $1,000.00 REPLACE CK 41277 EARNEST MONEY UnPaid VINYL GRAPHICS $100.00 STREET SIGNS UnPaid WRIGHT COUNTY AUDITOR -TRE $48,730.87 SPEC ASSESSMENT CONTRACTS UnPaid WRIGHT COUNTY HIGHWAY DE $1,906.01 SALT UnPaid WRIGHT - HENNEPIN CO -OP ELE $7,500.00 LIGHTS IN PARK UnPaid XCEL ENERGY $139.89 CITY HALL CITY OF OTSEGO 03/09/06 8:01 AM Page 2 *Check Summary Register© MARCH 2006 Name Check Date Check Amt UnPaid XEROX CORPORATION $511.53 XEROX COPIER Total Checks $673,124.11 FILTER: None CITY OF OTSEGO 03/09/06 8:02 AM Page 1 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AIRGAS, INC. E 101 -43100 -210 Operating Supplies (GENERAL) $108.46 105299712 SUPPLIES E 101 -43100 -210 Operating Supplies (GENERAL) $20.81 105311679 OXYGEN Total AIRGAS, INC. $129.27 Unpaid'� ARROW TERMINAL LLC E 101 -43100 -501 Equipment $146.26 38558 ROLLER TRAILER Total ARROW TERMINAL LLC $146.26 Unpaid BLUE CROSS BLUE SHIELD OF MN E 101 -41400 -123 Health $2,698.00 ADMIN - APRIL E 250 -42410 -123 Health $4,622.00 BLDG - APRIL E 101 -43100 -123 Health $1,272.00 PW -APRIL E 101 -41600 -123 Health $742.00 FINANCE - APRIL Total BLUE CROSS BLUE SHIELD OF MN $9,334.00 Unpaid BONESTROO ROSENE ANDERLIK E 430 -43256 -302 Engineering Fees $8,193.81 127375 WEST WWTP PHASE 1 E 432 - 43256 -302 Engineering Fees $15,273.52 127376 WWTF EAST PHASE 3 Total BONESTROO ROSENE ANDERLIK $23,467.33 Unpaid BRADLEY BELAIR E 101 -43100 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total BRADLEY BELAIR $180.00 Unpaid CHARTER COMMUNICATIONS .,,, < .,,,_,. E 101 -41400 -390 Contracted Services $100.01 MONHLY SERVICE Total CHARTER COMMUNICATIONS $100.01 Unpaid CITY OF BUFFALO , �. �..,.,,,..<. �.. �. . �.... �.,__ �..,..® a... ....w,�...._.._.,.... -.._ M.._.._.......- ...�.- �._....w_ E 101 -41400 -355 Dues & Memberships $300.00 MIKE - DUES & MEMBERSHIP Total CITY OF BUFFALO $300.00 Unpaid CITY OF MONTICELLO E 101 -42710 -390 Contracted Services $348.00 10037 ANIMAL CONTROL JAN 2006 Total CITY OF MONTICELLO $348.00 Unpaid COBORNS INC E 250 -42410 -310 Miscellaneous $23.80 101319331 DRY CLEANING E 25042410 -310 Miscellaneous $20.36 101327430 DRY CLEANING E 25042410 -310 Miscellaneous $15.87 101327510 DRY CLEANING E 250 -42410 -310 Miscellaneous $22.32 101328454 DRY CLEANING Total COBORNS INC $82.35 Unpaid DEHNS 4 SEASONS E 408 -43100 -530 Improvements Other Than Bldgs $29.28 57617 OTSEGO CREEK E 408 -43100 -530 Improvements Other Than Bldgs $8.25 57638 OTSEGO CREEK E 408 -43100 -530 Improvements Other Than Bldgs $25.80 57667 OTSEGO CREEK E 408 -43100 -530 Improvements Other Than Bldgs $14.90 57761 OTSEGO CREEK WORK Total DEHNS 4 SEASONS $78.23 ipaid = DISTRICT 728 COMMUNITY ED E 101 - 45250 -440 Recreation Programming $9,921.00 05 RECREATION PROGRAM Total DISTRICT 728 COMMUNITY ED $9,921.00 Unpaid DJ'S TOTAL HOME CENTER E 101 -43100 -203 Supplies - General $34.05 9160 SUPPLIES CITY OF OTSEGO 03/09/06 8:02 AM Page 2 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment E 101 - 41940 -402 Repairs /Maint Buildingss $137.68 9635 BULB- CITY HALL BLDG E 101 - 41940402 Repairs /Maint Buildingss $44.67 9638 BULBS - CITY HALL Total DJ'S TOTAL HOME CENTER $216.40 . DON MASS a_ _. E 101 -43100 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total DON MASS $180.00 Unpaid EARL F ANDERSON INC R 101 -34301 Street, Sidewalk and Curb Fees $690.45 70500 PLEASSANT CRK 2 R 101 -34301 Street, Sidewalk and Curb Fees $221.23 70501 ARBOR CRK 1 R 101 -34301 Street, Sidewalk and Curb Fees $95.15 70502 ARBOR CRK 2 R 101 -34301 Street, Sidewalk and Curb Fees $225.00 70504 PLEASANT CRK 3RD Total EARL F ANDERSON INC $1,231.83 Unpaid ECM PUBLISHERS INC G 701 -22410 RWN SEWER/WATER FEE $107.73 207504 KADLER FORCEMAIN G 701 -22410 RWN SEWER/WATER FEE $107.73 207505 KADLER E 101 -41400 -350 Print/Binding (GENERAL) $76.45 207506 HEARING E 101 -41400 -347 Newsletter $132.00 207635 OUTSERTS E 101 - 41400 -347 Newsletter $414.65 207858 NEWSLETTER E 101 -41400 -350 Print/Binding (GENERAL) $319.70 208081 HEARING E 441 -43100 -350 Print/Binding (GENERAL) $180.70 208082 PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $59.08 208083 PUBLIC HEARING E 441 -43100 -350 Print/Binding (GENERAL) $55.60 208084 PUBLIC HEARING Total ECM PUBLISHERS INC $1,453.64 Unpaid ELK RIVER PRINTING & PARTY PLU E 101 -41400 -350 Print/Binding (GENERAL) $415.35 022893 FILE FOLDERS Total ELK RIVER PRINTING & PARTY PLU $415.35 Unpaid — ,H... � ., � . FINKEN'SWATER CARE E 101 -41940 -390 Contracted Services $127.34 CITY HALL E 101 -43100 -390 Contracted Services $12.78 PW Total FINKEN'S WATER CARE $140.12 Unpaid GRIDOR CONSTR., INC. E 432 - 43256 -500 Capital Outlay (GENERAL) $385,883.00 PAY 12 EAST WWTP PHASE 3 Total GRIDOR CONSTR., INC. $385,883.00 — _. Unpaid HAWS BAKERY E 250 -42410 -310 Miscellaneous $32.60 4268 PERMIT WORKS MEETING Total HAN'S BAKERY $32.60 Unpaid HAROLD LEONARD E 250 -42410 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total HAROLD LEONARD $180.00 Unpaid HEARTLAND TIRE SERVICE INC E 101 - 43100 -400 Repairs & Maint Cont (equip) $1,839.71 22078 TIRES Total HEARTLAND TIRE SERVICE INC $1,839.71 pair - -- -- �� -- HYDRANT SPECIALIST INC E 601 -49400 -220 Repair /Maint Supply (GENERAL) $323.09 2846 HYDRANT REPAIR AT 42 Total HYDRANT SPECIALIST INC $323.09 Unpaid HYDRO METERING TECHNOLOGY INC E 601 - 49400 -203 Supplies - General $10,543.50 32216 METERS CITY OF OTSEGO 03/09/06 8:02 AM Page 3 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment Total HYDRO METERING TECHNOLOGY INC $10,543.50 Unpaid 1 94 WEST CHAMBER OF COMMERCE E 101 -41400 -360 Education/Training /Conferences $15.00 MIKE Total 194 WEST CHAMBER OF COMMERCE $15.00 Unpaid JESSICA STOCKAMP E 101 - 45250 -440 Recreation Programming $224.59 SUPPLIES EASTER EVENT Total JESSICA STOCKAMP $224.59 _.. Unpaid JOE ABRAHAMSON E 250 -42410 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total JOE ABRAHAMSON $180.00 Unpaid KNUTSON RICK E 101 -43100 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total KNUTSON RICK $180.00 Unpaid LITTLE FALLS MACHINE E 101 - 43100 -400 Repairs & Maint Cont (equip) $357.64 35323 PLOW REPAIR Total LITTLE FALLS MACHINE $357.64 Unpaid LONG & SONS ��... ..,..._.,.,..,. E 101 -41940 -389 Cleaning Services $311.62 06 -57 CARPET CLEANING E 101 -41940 -389 Cleaning Services $745.50 06-69 FEB CLEANING E 101 -41940 -203 Supplies - General $43.13 06-69 C -FOLDS Total LONG & SONS $1,100.25 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101 -41400 -390 Contracted Services $65.00 5781 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $65.00 Unpaid MENARDS E 101 -43100 -501 Equipment $85.07 39345 ROLLER TRAILER E 101 -43100 -393 Street Signs $47.41 40697 STREET SIGNS Total MENARDS $132.48 Unpaid MERGES ANDREW E 101 -41550 -390 Contracted Services $4,916.66 FEB 06 WORK Total MERGES ANDREW $4,916.66 Unpaid MONTICELLO ANIMAL CONTROL E 101 -42710 -390 Contracted Services $255.00 594 PICK UP OF DOG /CATS Total MONTICELLO ANIMAL CONTROL $255.00 Unpaid MPSA E 101 -43100 -360 Education/Training /Conferences $60.00 PAT & RICK MEETING Total MPSA $60.00 Unpaid NAPA OF ELK RIVER INC � -M E 10143100 -400 Repairs & Maint Cont (equip) $55.75 197257 HOSE /HOSE END E 101- 43100 -210 Operating Supplies (GENERAL) $49.92 197257 SUPPLIES E 101- 43100 -400 Repairs & Maint Cont (equip) $2.09 197892 TUBING E 101 - 43100 -400 Repairs & Maint Cont (equip) $13.51 198131 RELAY E 101 - 43100 -400 Repairs & Maint Cont (equip) $142.69 198323 GOLD SEAL E 101 -43100 -210 Operating Supplies (GENERAL) $139.56 199728 FILTERS Total NAPA OF ELK RIVER INC $403.52 Unpaid NEWMAN TRAFFIC SIGNS CITY OF OTSEGO 03/09/06 8:02 AM Page 4 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment E 101- 43100 -393 Street Signs $323.77 0154611 STREET SIGNS Total NEWMAN TRAFFIC SIGNS $323.77 Unpaid NORTHERN TOOL & EQUIPMENT CO E 101 -43100 -240 Small Tools and Minor Equip $31.93 0191103562 CARPET DOLLIES Total NORTHERN TOOL & EQUIPMENT CO $31.93 Unp --- — v — .' NOR THLAN D SECURITIES -- - .., '. E 101 -41600 -310 Miscellaneous $1,125.00 958 05 DISCLOSURE FILING Total NORTHLAND SECURITIES $1,125.00 Unpaid NORTHWEST ASSOC CONSULTANTS G 701 -22462 DUKE REALTY $209.00 15279 DUKE G 701 -22469 1 -94 W IND PARK 3RD (RHEA CO.) $152.00 15279 1 -94 WEST 3RD G 701 -22451 BOULDER CREEK - EMMERICH EA $28.50 15279 BOULDER CREEK G 701 -22392 MISSISSIPPI COVE $123.50 15279 MISSISSIPPI COVE G 701 -22436 CRIMSON PONDS NORTH $427.50 15279 CRIMSON PONDS NORTH G 701 -22433 ZIMMER FARMS 5 /PHASE 4 $85.50 15279 ZIMMER 5TH G 701 -22472 EUGENE GOENNER REZONE /CUP $103.75 15279 GOENNER G 701 -22422 ROTTLUND HOMES $1,087.20 15279 ROTTLUND G 701 -22465 GREAT RIVER CTR $780.30 15279 GREAT RIVER CENTRE G 701 -22434 Crimson Ponds West $549.15 15279 CRIMSON WEST G 701 -22460 FEATHERWIND - FARR • $1,757.00 15279 FEATHERWINDS E 101 -41570 -303 Planning Fees • $1,129.75 15280 GENERAL E 203 -45210 -303 Planning Fees $113.40 15280 PARKS E 499 -49400 -303 Planning Fees $728.50 15280 WELLHEAD PROTECTION E 441 -43100 -303 Planning Fees $234.90 15280 PUBLIC WORKS BLDG E 250 - 42410 -303 Planning Fees $1,133.34 15281 CODE ENFORCEMENT E 101 -41570 -303 Planning Fees $1,750.00 15282 MEETINGS Total NORTHWEST ASSOC CONSULTANTS $10,393.29 Un ,. _- ,:_,_ .. ., y_... OERTEL ARCHITECTS .._....,., � ,.-.. __ _.._. ,�....,.. E 441 -43100 -302 Engineering Fees $89,800.00 6 PUBLIC WORKS STUDY Total OERTEL ARCHITECTS $89,800.00 Unpaid OFFICEMAX E 250 -42410 -201 Office Supplies $48.99 762073 STAMP /INK E 101 -41400 -201 Office Supplies $98.75 849029 SUPPLIES E 250 -42410 -201 Office Supplies $15.13 849029 OFFICE SUPPLIES Total OFFICEMAX $162.87 Unpaid PAT LAUNDERVILLE E 101 -43100 -320 Telephone $180.00 JAN /FEB /MARCH CELL Total PAT LAUNDERVILLE $180.00 Unpa , xs .,,, ,,, e, ,, PIO NEER RIM & WHEEL CO i ,,..� .�� . -. E 101 -43100 -501 Equipment $524.58 1- 754246 ROLLER TRAILER Total PIONEER RIM & WHEEL CO $524.58 U - — - -- PLAISTED COMPANIES � � � — E 101 -43100 -372 Salt & Sand $246.35 12405 CONTRETE SAND Total PLAISTED COMPANIES $246.35 _.ipaid REED BUSINESS INFORMATION G 701 -22410 RWN SEWER/WATER FEE $159.00 3175486 KADLER FORCEMAIN G 701 -22410 RWN SEWER/WATER FEE $159.00 3182307 KADLER FORCEMAIN Total REED BUSINESS INFORMATION $318.00 CITY OF OTSEGO 03/09/06 8:02 AM Page 5 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment Unpai RICE LAKE CONSTRUCTION GROUP E 430 -43256 -500 Capital Outlay (GENERAL) $53,577.80 PAY 15 WEST WWTP Total RICE LAKE CONSTRUCTION GROUP $53,577.80 Unpaid., ,.,,:� - - -- , �.- -- „, H ARB E R & SO ,.. ., �..,,....�. ,,p.r - --. E 10145200 -410 Rentals (GENERAL) $319.50 7738 LILY POND PARK WOOD CHIPPER Total SCHARBER & SONS $319.50 Unpaid °,°.— ,d „,.,�• ,. ., .. -- - - OMAS CARTER -------- ..�:. .., M_ E 101 - 42150 -310 Miscellaneous $142.88 POSTER BOARD MCGRUFF Total THOMAS CARTER $142.88 Unpaid id TOSHIBA AMERICA INFO SYS INC .. E 101 - 41400 -413 Office Equipment Rental $211.83 44175982 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid TR COMPUTER SALES LLC _� � � E 250 -42410 -390 Contracted Services $1,462.18 16382 BLDG DEPT COMP WORK Total TR COMPUTER SALES LLC $1,462.18 Unpaid _ .w U S HOM COR PORATION E 432 -43256 -510 Land $1,000.00 REPLACE CK 41277 EARNEST MONE • Total US HOME CORPORATION $1,000.00 • ----------.— . V INYL GRAPHICS ,.,:., ... -..., paid E•101 -43100 -393 Street Signs $100.00 3043 STREET SIGNS Total VINYL GRAPHICS $100.00 Unpaid COUNTY AUDITOR - TREASURE E 10142100-390 Contracted Services $48,666.67 PATROL -06 -3 SHERIFF MARCH E 101 -41400 -390 Contracted Services $64.20 SA -2006 SPEC ASSESSMENT CONTRACTS Total WRIGHT COUNTY AUDITOR - TREASURE $48,730.87_ Unpaid - .� __. W RIGHT COUNTY HIGHWAY DEPT E 10143100 -372 Salt & Sand $1,906.01 4820 SALT Total WRIGHT COUNTY HIGHWAY DEPT $1,906.01 Unpaid ,_� WRIGHT- HENNEPIN CO-OP ELECTRIC E 203 -45210 -530 Improvements Other Than Bldgs $7,500.00 LIGHTS IN PARK Total WRIGHT- HENNEPIN CO-OP ELECTRIC $7,500.00 Unpaid :m�.. XCEL ENERGY E 10143160 -322 Utilities $139.89 CITY HALL Total XCEL ENERGY $139.89 Unpaid TM XEROX CORPORATION E 101 - 41400 -413 Office Equipment Rental $511.53 015749566 XEROX COPIER Total XEROX CORPORATION $511.53 10100 BANK OF ELK RIVER $673,124.11 III CITY OF OTSEGO 03/09/06 8:02 AM Page 6 *Check Detail Register© MARCH 2006 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $86,044.61 203 PARK DEVELOPMENT $7,613.40 250 BUILDING PERMIT FEES $7,756.59 408 Otsego Creek Watershed $78.23 430 West Trtmnt Plant -Phase 1 $61,771.61 432 East WWTP Phase III $402,156.52 441 Otsego City Campus $90,271.20 499 WELLHEAD PROTECTION PROJECT $728.50 601 WATER FUND $10,866.59 701 DEVELOPMENT ESCROWS FUND $5,836.86 $673,124.11 CITY OF OTSEGO 03/06/06 1:47 PM Page 1 *Check Summary Register() FEBRUARY 2006 Name Check Date C heck Amt 10100 BANK OF ELK RIVER Paid Chk# 042219 DVS RENEWAL 2/28/2006 $29.00 TABS 05 FELLING TRLR & 94 FORD Total Checks $29.00 FILTER: None 1 03/06/06 1:46 PM CITY OF OTSEGO Page 1 *Check Detail Register© FEBRUARY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER P Chk# 042219 2/281200RVER &VEHICL A S SERVICES E 101 -43100 -310 Miscellaneous $29.00 TABS 05 FELLING TRLR & 94 FORD Total DRIVER & VEHICLE SERVICES $29.00 10100 BANK OF ELK RIVER $29.00 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $29.00 $29.00 • ITEM 5_2 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA SUMMARY ORDINANCE NO. 2006 - 05 AN ORDINANCE AMENDING CHAPTER 20 OF THE CITY CODE, THE OTSEGO ZONING ORDINANCE. THE CITY COUNCIL OF THE CITY OF OTSEGO HEREBY ORDAINS: Section 1. Section 20- 16 -4.B.2 (Accessory Buildings) of the Otsego Zoning Ordinance is hereby amended to include reference to the R -4A District. Section 2. Section 20- 16 -4.B.7 (Accessory Buildings) of the Otsego Zoning Ordinance is hereby amended to include reference to the R -4A District. Section 3. Section 20- 16 -4.F.1 (Accessory Building Height) of the Otsego Zoning Ordinance is hereby amended to include reference to the R -4A District. Section 4. Section 20- 50 -1.B (Zoning Districts) of the Otsego Zoning Ordinance is hereby amended to include reference to the R -4A District. Section 5. Section 20- 63 -6.A.2 (LOT AREA AND SETBACK REQUIREMENTS) of the R -3 District of the Otsego Zoning Ordinance is hereby amended to establish minimum lot width requirements for corner lots. Section 6. Sections 64 through Section 69 of the Otsego Zoning Ordinance shall be renumbered as Section 65 to Section 70. Section 7. Section 20 -64 of the Otsego Zoning Ordinance is hereby amended to establish the R -4A, Residential Suburban Single Family District. Section 8. Section 20- 65 -6.A.2 (LOT AREA AND SETBACK REQUIREMENTS) of the R -4 District of the Otsego Zoning Ordinance is hereby amended to establish minimum lot width requirements for corner lots. Section 9. Section 20 -65 -8 of the R -4 District of the Otsego Zoning Ordinance is hereby amended to add a transition requirement for new subdivisions abutting R -1, R- 2, R -3 or PUD Districts based on the standards of the aforementioned zoning districts. Section 10. Section 20- 66 -6.A -B (LOT AREA AND SETBACK REQUIREMENTS) of the R -5, RESIDENTIAL - SINGLE AND TWO FAMILY DISTRICT Ord. 2006 -05, Page 1 section of the Otsego Zoning Ordinance is hereby amended include a minimum lot width requirement for corner lots. Section 11. Section 20- 66 -6.0 (principal building setbacks) of the R -5 District of the Otsego Zoning Ordinance is hereby amended to establish seven foot (7) foot side yard setback requirements for single family uses. Section 12. Section 20 -66 -8 (R -5 District) of the Otsego Zoning Ordinance is hereby amended to add a transition requirement for new subdivisions abutting R -1, R -2, R -3 or PUD Districts based on the standards of the aforementioned zoning districts. Section 13. Section 67 (R -6 District) of the Otsego Zoning Ordinance shall be hereby retitled as R -6, MEDIUM DENSITY RESIDENTIAL DISTRICT. Section 14. Section 20 -67 -1 (Purpose) of the R -6 District of the Otsego Zoning Ordinance shall hereby be amended to reflect the amended title of the R -6 District. Section 15. Section 20 -67 -2 (permitted uses) of R -6 District of the Otsego Zoning Ordinance is hereby amended to specify the type of townhouse buildings allowed within the district and to remove multiple family uses from the listing of permitted uses. Section 16. Section 20- 67- 6.A.1.b (single family lot width) of the R -6 District of the Otsego Zoning Ordinance is hereby amended to include a minimum lot width requirement for corner lots. Section 17. Section 20- 67 -6.A.4 (Multiple Family Lot area) of the R -6 District of the Otsego Zoning Ordinance is hereby deleted. Section 18. Section 20- 67 -6.B.2 (principal building setbacks) of the R -6 District of the Otsego Zoning Ordinance is hereby amended to establish the side yard setback for single family uses as seven (7) feet. Section 19. Section 20 -67 -8 (R -6 District) of the Otsego Zoning Ordinance is hereby amended to add a transition requirement for new subdivisions abutting R -1, R -2, R -3 or PUD Districts based on the standards of the aforementioned zoning districts. Section 20. Section 20- 90 -6.G.2 (conditional uses) of the INS District of the Otsego Zoning Ordinance is hereby amended to allow outdoor storage for government utility buildings. Section 21. Section 20 -92 -8 of Shoreland Overlay District of the Otsego Zoning Ordinance shall hereby by amended to include reference to the R -4A District. Ord. 2006 -05, Page 2 Section 22. This Ordinance shall be in full force and effect from and after its passage and publication according to law. ADOPTED this 13 day of March 2006 by the Otsego City Council. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk / Zoning Administrator Pursuant to Minnesota Statutes, this Ordinance is published in summary fashion. Complete copies of the adopted Zoning Ordinance amendment text are available for inspection by contacting the Zoning Administrator, Otsego City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota 55330. Ord. 2006 -05, Page 3 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA ORDINANCE NO. 2006 - 05 AN ORDINANCE AMENDING CHAPTER 20 OF THE CITY CODE, THE OTSEGO ZONING ORDINANCE. THE CITY COUNCIL OF THE CITY OF OTSEGO HEREBY ORDAINS: Section 1. Section 20- 16 -4.B.2 (Accessory Buildings) of the Otsego Zoning Ordinance is hereby amended to read as follows: 2. No accessory building, structure, and /or detached garage for a single family dwelling shall occupy more than ten (10) percent of the area of the required rear yard in the A -1, A -2, R -C, R -1, R -2 and R -3 Zoning Districts or not more than twenty -five (25) percent of the area of the required rear yard in the R -4A, R -4, R -5, R -6, and R -7 Zoning Districts. Section 2. Section 20- 16 -4.B.7 (Accessory Buildings) of the Otsego Zoning Ordinance is hereby amended to read as follows: 7. Within the R -4A, R -4, R -5, R -6, and R -7 Zoning Districts: a. No accessory detached building shall occupy more than one hundred fifty (150) square feet when accompanied by an attached garage on the same lot nor shall the combined total floor area of an accessory detached building and /or attached garage exceed one thousand one hundred fifty (1,150) square feet. b. There is to be no more than one (1) detached private garage or accessory structure for each detached single or two- family dwelling. Section 3. Section 20- 16 -4.F.1 (Accessory Building Height) of the Otsego Zoning Ordinance is hereby amended to read as follows: 1. Zoning District Maximum Height Ord. 2006 -05, Page 1 A -1 District limit but not higher than the principal building A -2 District limit but not higher than the principal building R -C 16 feet R -1 16 feet R -2 16 feet R -3 16 feet R -4A 16 feet R -4 16 feet R -5 16 feet R -6 16 feet R -7 16 feet R -B 16 feet INS District limit but not higher than the principal building B -1 16 feet B -2 16 feet B -3 16 feet B -W 20 feet B -C District limit but not higher than the principal building 1 -1 District limit but not higher than the principal building 1 -2 District limit but not higher than the principal building 1 -3 District limit but not higher than the principal building Section 4. Section 20- 50 -1.B (Zoning Districts) of the Otsego Zoning Ordinance is hereby amended to read as follows: B. Residential Districts: 1. "R -C", Residential -Rural Open Space Cluster District 2. "R -1 ", Residential -Long Range Urban Service District (River Frontage) 3. "R -2 ", Residential -Long Range Urban Service District (Large Lot) 4. "R -3 ", Residential -Long Range Urban Service District (General) 5. "R -4A ", Residential— Suburban Single Family District Ord. 2006 -05, Page 2 6. "R -4 ", Residential -Urban Single Family District 7. "R -5 ", Residential - Single and Two Family District 8. "R -6 ", Residential- Medium Density District 9. "R -7", Residential -High Density District 10. "R -MH ", Manufactured Housing District 11. "R -B ", Residential /Business District Section 5. Section 20- 63 -6.A.2 (Lot Area and Setback Requirements) of the R -3 District of the Otsego Zoning Ordinance is hereby amended to read as follows: A. Minimum Lot Area Requirements: 1. Lot Area: One (1) acre. 2. Lot Width: a. Interior: One hundred fifty (150) feet. b. Corner: one hundred seventy -five (175) feet. 3. Lot Depth: One hundred (100) feet. Section 6. Sections 64 through Section 69 (Residential Zoning Districts) of the Otsego Zoning Ordinance shall be renumbered as Section 65 to Section 70, as follows: SECTION 65: R -4, RESIDENTIAL -URBAN SINGLE FAMILY DISTRICT SECTION 66: R -5, RESIDENTIAL - SINGLE AND TWO FAMILY DISTRICT SECTION 67: R -6, RESIDENTIAL - TOWNHOUSE, QUADRAMINIUM, AND LOW DENSITY MULTIPLE FAMILY DISTRICT SECTION 68: R -7, RESIDENTIAL -HIGH DENSITY DISTRICT SECTION 69: R -MH, MANUFACTURED HOUSING RESIDENTIAL DISTRICT SECTION 70: R -B, RESIDENTIAUBUSINESS DISTRICT Ord. 2006 -05, Page 3 Section 7. Section 20 -64 of the Otsego Zoning Ordinance is hereby amended to read as follows: SECTION 64 R -4A, RESIDENTIAL - SUBURBAN SINGLE FAMILY DISTRICT Section 20 -64 -1: Purpose 20 -64 -2: Permitted Uses 20 -64 -3: Interim Uses 20 -64 -4: Accessory Uses 20 -64 -5: Conditional Uses 20 -64 -6: Lot Area and Setback Requirements 20 -64 -7: Lot Coverage and Height 20 -64 -1 PURPOSE: The purpose of the R-4A, Residential - Suburban Single Family District is to provide for low density single family detached dwelling units and directly related complementary uses served by municipal sanitary sewer in areas of the City with unique natural features and amenities. 20 -64 -2: PERMITTED USES: Subject to applicable provisions of this Chapter, the following are permitted uses in the R-4A District: A. Single family detached dwellings. B. Essential services. C. Day care facilities serving twelve (12) or fewer persons. D. Residential care facilities serving six (6) or fewer persons. E. Public parks and playgrounds. F. Personal wireless service antennas located upon a public structure, as regulated by Section 33 of this Chapter. 20 -64 -3: INTERIM USES: Subject to applicable provisions of this Chapter, the following are interim uses in the R -4A District and are governed by Section 5 of this Chapter: Ord. 2006 -05, Page 4 A. Model homes as regulated by Section 20 of this Chapter. B. Farms, farmsteads, and farming. C. Home extended business as regulated by Section 29 of this Chapter. • 20 -64 -4: ACCESSORY USES: Subject to applicable provisions of this Chapter, the following are permitted accessory uses in the R -4A District: A. Tool houses, sheds and other such structures for the storage of domestic supplies and equipment. B. Private garages and off - street parking. C. Recreational vehicles and equipment. D. Non - commercial greenhouses, provided they do not exceed two hundred (200) square feet in area. E. Fences. F. Except as otherwise limited, private recreational facilities, only accessory to an existing principal permitted use on the same lot and which are operated for the enjoyment and convenience of the residents of the principal use and their occasional guests. • G. Accessory uses incidental and customary to the uses permitted in Sections 20 -64 -2, 20 -64 -3, and 20 -64 -5 of this Chapter. H. Home occupations. I. Radio and television receiving antennas including single satellite dish TVROs, short-wave radio dispatching antennas, or those necessary for the operation of household electronic equipment including radio receivers, federal licensed amateur radio stations and television receivers, as regulated by Section 33 of this Chapter. 20 -64 -5: CONDITIONAL USES: Subject to applicable provisions of this Chapter, the following are conditional uses in an R -4A District. (Requires a conditional use permit based upon procedures set forth and regulated by Section 4 of this Chapter.) Ord. 2006 -05, Page 5 A. Public or semi - public recreational buildings and neighborhood or community centers; public and private educational institutions limited to elementary, junior high and senior high schools; and religious institutions such as churches, chapels, temples and synagogues provided that: 1. Side yards shall be double that required for the district. 2. Adequate screening from abutting residential uses and landscaping is provided in compliance with Section 16 of this Chapter. 3. Adequate off - street parking and access is provided on the site in compliance with Section 21 of this Chapter and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with Section 16 of this Chapter. 4. Adequate off- street loading and service entrances are provided and regulated where applicable by Section 22 of this Chapter. 5. The provisions of Section 20 -4-2.F of this Chapter are considered and determined to be satisfied. B. Governmental and public related utility buildings and structures necessary for the health, safety and general welfare of the City, provided that: 1. When abutting a residential use in a residential use district, the property is screened and landscaped in compliance with Section 16 of this Chapter. 2. The provisions of Section 20 -4 -2.F of this Chapter are considered and determined to be satisfied. C. Personal wireless service towers and antennas not located on a public structure as regulated by Section 33 of this Chapter. D. Planned unit development as regulated by Section 36 of this Chapter. 20 -64 -6: LOT AREA AND SETBACK REQUIREMENTS: The following minimum requirements shall be observed in an R -4A District subject to additional requirements, exceptions and modifications set forth in this Chapter. Ord. 2006 -05, Page 6 A. Single Family: 1. Minimum Lot Area: Eighteen thousand (18,000) square feet. 2. Minimum Lot Width: a. Interior: One hundred (100) feet. b. Corner: One hundred thirty (130) feet 3. Minimum Lot Depth: One hundred fifty (150) feet. B. Principal Structure Setbacks: 1. Front Yard: Setbacks Setbacks From From Right Centerline of -Wav Lines Road Class 130 feet 65 feet Principal /Minor Arterial Street 130 feet 65 feet Collector Street 65 feet 35 feet Local Street 35 feet 35 feet From Cul -De -Sac Right -of -Way Where a lot is located at the intersection of two (2) or more streets that bound two (2) or more sides of the lot, no building shall project beyond the front yard line of either street. 2. Side Yard: Ten (10) feet. 3. Rear Yard: Twenty (20) feet. C. Accessory Structure Setbacks as regulated by Section 20 -16 -4 of this Chapter. 20 -64 -7: LOT COVERAGE AND HEIGHT: The following lot coverage and height requirements shall be observed in an R -4A District: A. The total ground area of all residential buildings shall not exceed a lot coverage of thirty (30) percent. B. All residences shall be limited to a maximum height of two and one - half (2 -1/2) stories or thirty-five (35) feet. Ord. 2006 -05, Page 7 C. Accessory uses as regulated by Section 20 -16 -4 of this Chapter. Section 8. Section 20- 65 -6.A.2 (LOT AREA AND SETBACK REQUIREMENTS) of the R -4 District of the Otsego Zoning Ordinance is hereby amended to read as follows: A. Single Family: 1. Minimum Lot Area: Twelve thousand (12,000) square feet. 2. Minimum Lot Width: a. Interior: Seventy -five (75) feet. b. Corner: One hundred (100) feet. 3. Minimum Lot Depth: One hundred (100) feet. Section 9. Section 20 -65 -8 of the R -4 District of the Otsego Zoning Ordinance is hereby amended to add the following language: 20 -65 -8: TRANSITION REQUIREMENT: Any preliminary plat abutting an R -1, R- 2, R -3 or PUD District based on the lot standards of the aforementioned districts shall have a minimum of one tier of single - family dwelling lots bordering such a district to be subject to the lot standards of the R -4A District. Exemptions to the provisions of this section may be granted at the time of preliminary plat approval, provided one or more of the following conditions exist: A. The properties are separated by a major collector or arterial street. B. The properties are separated by a wetland, water body, floodplain, public open space, park or other such similar publicly reserved and development restricted area with a minimum width of one hundred feet (100') across its entire length. Section 10. Section 20- 66 -6.A -B (Lot Area and Setback Requirements) of the R -5 District of the Otsego Zoning Ordinance is hereby amended to read as follows: A. Single Family: 1. Minimum Lot Area: Nine thousand (9,000) square feet. Ord. 2006 -05, Page 8 2. Minimum Lot Width: a. Interior: Sixty (60) feet. b. Corner: Ninety (90) feet. 3. Minimum Lot Depth: One hundred (100) feet. B. Two Family: 1. Minimum Lot Area: Fifteen thousand (15,000) square feet. 2. Minimum Lot Area Per Unit: Seven thousand five hundred (7,500) square feet. 3. Minimum Lot Width: a. Interior: One hundred twenty (120) feet. b. Corner: One hundred forty -five (145) feet. 4. Minimum Lot Depth: One hundred (100) feet. Section 11. Section 20- 66 -6.0 (Principal Building Setbacks) of the R -5 District of the Otsego Zoning Ordinance is hereby amended to read as follows: 2. Side Yard: a. Single Family: Seven (7) Feet. b. Two Family: Ten (10) Feet. Section 12. Section 20 -66 -8 (R -5 District) of the Otsego Zoning Ordinance is hereby added and reads as follows: 20 -66 -8 TRANSITION REQUIREMENT: Any preliminary plat approved after 13 March 2006 abutting an R -1, R -2, R -3 or PUD District based on the lot standards of the aforementioned districts shall have a minimum of one tier of single - family dwelling lots bordering such a district to be subject to the lot standards of the R -4A District. Exemptions to the provisions of this section may be granted at the time of preliminary plat approval, provided one or more of the following conditions exist: A. The properties are separated by a major collector or arterial street. Ord. 2006 -05, Page 9 B. The properties are separated by a wetland, water body, floodplain, public open space, park or other such similar publicly reserved and development restricted area with a minimum width of one hundred feet (100') across its entire length. Section 13. Section 67 (R -6 District) of the Otsego Zoning Ordinance shall be hereby retitled as follows: R -6, MEDIUM DENSITY RESIDENTIAL DISTRICT Section 14. Section 20 -67 -1 (Purpose) of R -6 District of the Otsego Zoning Ordinance shall hereby be amended to read as follows: 20 -67 -1: PURPOSE: The purpose of the R -6, Residential- Medium Density District is to provide for low to moderate density through the mixture of one and two unit medium density dwellings and directly related complementary uses. The allowance of such uses and establishment of the district is dependent upon the availability of publicly controlled sanitary sewer service and only within portions of the City which have been designated as immediate urban service areas. Section 15. Section 20 -67 -2 (Permitted Uses) of R -6 District of the Otsego Zoning Ordinance is hereby amended to read as follows: 20 -67 -2: PERMITTED USES: Subject to applicable provisions of this Chapter, the following are permitted uses in the R -6 District: A. Single family detached dwellings. B. Two family dwelling units. C. Townhouses with not more than six (6) dwelling units per building and not more than two (2) common walls per dwelling unit. D. Essential services. E. Day care facilities serving twelve (12) or fewer persons. F. Residential care facilities serving six (6) or fewer persons. G. Public parks, playgrounds, and recreational uses. Ord. 2006 -05, Page 10 H. Personal wireless service antennas located upon a public structure, as regulated by Section 33 of this Chapter. Section 16. Section 20- 67- 6.A.1.b (Single Family Lot Width) of the R -6 District of the Otsego Zoning Ordinance is hereby amended to read as follows. b. Minimum Lot Width: 1. Interior: Sixty (60) feet. 2. Corner: Ninety (90) feet. Section 17. Section 20- 67 -6.A.4 (Multiple Family Lot area) of the R -6 District of the Otsego Zoning Ordinance is hereby deleted. Section 18. Section 20- 67 -6.B.2 (Principal Building Setbacks) of the R -6 District of the Otsego Zoning Ordinance is hereby amended to read as follows: 2. Side Yard: a. Single Family: Seven (7) feet. b. Other uses: Ten (10) feet. Section 19. Section 20 -67 -8 (R -6 District) of the Otsego Zoning Ordinance is hereby added and reads as follows: 20 - - TRANSITION REQUIREMENT: Any preliminary plat approved after 13 March 2006 abutting an R -1, R -2, R -3 or PUD District based on the lot standards of the aforementioned districts shall have a minimum of one tier of single - family dwelling lots bordering such a district to be subject to the lot standards of the R -4A District. Exemptions to the provisions of this section may be granted at the time of preliminary plat approval, provided one or more of the following conditions exist: A. The properties are separated by a major collector or arterial street. B. The properties are separated by a wetland, water body, floodplain, public open space, park or other such similar publicly reserved and development restricted area with a minimum width of one hundred feet (100') across its entire length. • Ord. 2006 -05, Page 11 Section 20. Section 20- 90 -6.G.2 (Conditional Uses) of the INS District of the Otsego Zoning Ordinance is hereby amended to read as follows: 2. Outdoor storage of equipment and materials as an accessory issue is allowed subject to the following requirements: a. The storage area is landscaped, fenced and screened from view of the public right -of -way and abutting R Districts. b. The storage area is surfaced with a material suitable to control dust and drainage. Section 21. Section 20 -92 -8 of Shoreland Overlay District of the Otsego Zoning Ordinance shall hereby be amended to read as follows: A. Lot and Setback Standards - Lakes. Subject to the other more restrictive limitations which may be imposed by this Chapter, the following minimum requirements for lakes shall be observed in agricultural and residential zoning districts established by Section 50 of this Chapter which are overlaid by the Shoreland District. Natural Recreational Environment Development Area Width Area Width 1. Lot Area and Width a. Unsewered Riparian Lots Single 80,000 200 40,000 150 Duplex 120,000 300 80,000 225 Triplex 160,000 400 120,000 300 Quad 200,000 500 160,000 375 Non - Riparian Lots Single 80,000 200 40,000 150 Duplex 160,000 400 80,000 265 Triplex 240,000 600 120,000 375 Quad 320,000 800 160,000 490 b. Sewered Riparian Lots Single 40,000 125 20,000 75 Duplex 70,000 225 35,000 135 Triplex 100,000 325 50,000 190 Quad 130,000 425 65,000 255 Ord. 2006 -05, Page 12 Non - Riparian Lots Single 20,000 125 15,000 75 Duplex 35,000 220 26,000 135 Triplex 52,000 315 38,000 190 Quad 65,000 410 49,000 245 2. Setbacks from Ordinary High Water Mark* a. Structures Unsewered 150 100 Sewered 150 75 b. Sewage Treatment System 150 75 3. Side Yard Setbacks for Property Abutting a Lake 20 20 4. Building Height (Ft) ** 35 35 5. Maximum Impervious Surface to Area Ratio 25% 25% * Setback requirements from the ordinary high water mark shall not apply to piers and docks. Where development exists on both sides of a proposed building site, building setbacks may be altered to more closely conform to adjacent building setbacks provided the proposed building site is not located in a shore impact zone or in a bluff impact zone. ** Agricultural use related buildings, silos, and towers shall be exempt from the building height requirements. Building heights of over 35 feet that are not an exempt agricultural use may be allowed through approval of a conditional use permit as regulated under Sections 4 and 20 -92 -15 of this Chapter. Ord. 2006 -05, Page 13 Section 22. This Ordinance shall be in full force and effect from and after its passage and publication according to law. ADOPTED this 13 day of March 2006 by the Otsego City Council. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk / Zoning Administrator Ord. 2006 -05, Page 14 lidi 2335 West Highway 36 • St. Paul, MN 55113 1 T E M 5 - 3 Bonestroo Rosene Office: 651 - 636 -4600 • Fax: 651 - 1311 • vi Anderlik & www.bonestroo.com �� ----- Associates i; it 9 ' A.F Engineers di +r � j 2u176 7 i February 27, 2006 Ms Judy Hudson City of Otsego 8899 Nashua Ave NE Otsego, MN 55330 Re: Otsego West Wastewater Treatment Facility BRA Project No. 503 -02 -107 Pay Request No. 15 Dear Ms. Hudson: Enclosed are four (4) copies of Pay Request No. 15 for the West Wastewater Treatment Facility project. This pay request is for work completed through December 17, 2005. The total amount of this pay request is $53,577.80. The amount in the escrow account for this project is $65,000.00, which is reflected in the amount paid previously. Therefore, one check to the Contractor in the amount of $53,577.80 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 (651) 967- 4614. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ... ja iii.. Justin P. Kubisiak JPK :cv Enclosures St. Paul, St. Cloud, Rochester, MN • Milwaukee, WI • Chicago, IL Affirmative Actlon /Equal Opportunity Employer and Employee Owned IN Bonestroo Owner: City of Otsego , 8899 Nashua Ave. NE, Otsego, MN, 55330 -7314 Date: February 27, 2006 Rosene For Period: 2/22/2005 to 12/17/2005 Request No: • 15 VI Anderlik & Associates Contractor: Rice Lake Construction Group 22360 County Road 12, Deerwood, MN, 56444 Engineers & Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO WASTEWATER TREATMENT FACILITY BRA FILE NO. 000503 - 02107 -0 SUMMARY 1 Original Contract Amount $ 6,384,000.00 2 Change Order - Addition $ 182,018.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 6,566,018.00 5 Value Completed to Date $ 6,566,017.80 6 Material on Hand $ 0.00 7 Amount Earned $ 6,566,017.80 8 Less Retainage 65,000.00 $ 65,000.00 9 Subtotal $ 6,501,017.80 10 Less Amount Paid Previously $ 6,447,440.00 11 Liquidated damages - . $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 15 $ 53,577.80 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. A-Uli—L Zink, Approved by Contractor: Approved by Owner: RICE LAKE CONSTRUCTION GROUP CITY OF OTSEGO : cto ce fi Specified Contract Completion Date: Date: October 29, 2004 50302107REQ 15. xls QUEST FOR PAYMENT 'ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03 -16 BRA FILE NO. 503 -02 -107 DATE: December 21, 2005 REQUEST FOR PAYMENT NO.: 15 FOR PERIOD: 2/22/05 thru 12/17/05 CONTRACTOR: RICE LAKE CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 SUMMARY: ORIGINAL CONTRACT AMOUNT 6,384,000.00 CHANGE ORDER - Addition 182,018.00 CHANGE ORDER - Deduction 0.00 REVISED CONTRACT AMOUNT 6,566,018.00 VALUE COMPLETED TO DATE 6,566,018.00 .OUS PAYMENTS 6,512,440.20 AMOUNT DUE THIS REQUEST FOR PAYMENT 53,577.80 ESCROW ACCOUNT: PREVIOUS AMOUNT IN ESCROW 6 ".00 RELEASE FROM ESCROW ACCOUNT 55,0'• x .00 TOTAL AMOUNT IN ESCROW ACCOUNT 11 #00.'0 Submitted: Rice Lake Construction Group I fi C e�\ 12/21/05 Wad eonard 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: December 21, 2005 REQUEST FOR PAYMENT NO.: 15 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 1.00 1.00 5,800.00 2200 EARTHWORK 1.00 487,000.00 A Lump Sum 1 LS 487,000.00 487,000.00 1.00 e Remove Unsuitable Materials 1,000 CY 6.00 6,000.00 0.00 1000.00 1000.00 6,000.00 c Install Granular Materials 1,000 CY 14.00 14,000.00 0.00 1000.00 1000.00 14,000.00 2320 SITE PIPE 1.00 198,870.00 A Pipe Materials 1 LS 198,870.00 198,870.00 1.00 e Precast Manholes 1 LS 24,360.00 24,360.00 1.00 1.00 24,360.00 1 LS 1,330.00 1,330.00 1.00 1.00 1,330.00 c Castings o Installation 1 LS 242,350.00 242,350.00 1.00 1.00 242,350.00 2630 STORM DRAINAGE 1.00 8,060.00 A Pipe Materials 1 LS 8,060.00 8,060.00 1.00 s Installation 1 LS 5,600.00 5,600.00 1.00 1.00 5,600.00 ^5 DRAIN TILE A Pipe Materials 1 LS 14,630.00 14,630.00 1.00 1.00 14,630.00 e 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 1.00 1.00 25,990.00 2920 SEEDING & SODDING 1 LS 28,750.00 28,750.00 1.00 1.00 28,750.00 2930 LANDSCAPING 1 LS 20,480.00 20,480.00 1.00 1.00 20,480.00 3200 REINFORCING STEEL A Materials 325 TON 504.00 163,800.00 325.00 325.00 163,800.00 e installation 325 TON 430.00 139,750.00 325.00 325.00 139,750.00 3300 CONCRETE WORK 469.00 226,996.00 A Pretreatment Building 469 CY 484.00 226,996.00 469.00 e 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 o 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 G 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 J 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 e Installation 1 LS 51,030.00 51,030.00 1.00 1.00 51,030.00 5500 MISC. METALS 1.00 123,000.00 A Materials 1 LS 123,000.00 123,000.00 1.00 e Installation 1 LS 33,550.00 33,550.00 1.00 1.00 33,550.00 6100 ROUGH CARPENTRY 1.00 18,670.00 A Pretreatment Building 1 LS 18,670.00 18,670.00 1.00 e 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 o Control Building 1 LS 17,220.00 17,220.00 1.00 1.00 17,220.00 6110 PLYWOOD ROOF MATERIALS 1.00 5,790.00 A Pretreatment Building 1 LS 5,790.00 5,790.00 1.00 a 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 o 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 B 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 o 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 e 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 o 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 Budding 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 o 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 8 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 o 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 8 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 o 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 1.00 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 e Installation 14 EA 225.00 3,150.00 14.00 • 14.00 3,150.00 OVERHEAD DOORS 2 EA 3,900.00 • 7,800.00 2.00 2.00 7,800.00 J 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 1.00 1.00 6,140.00 9800 PAINTING 1 LS 96,400.00 96,400.00 1.00 1.00 96,400.00 10165 TOILET COMPARTMENTS A Materials 1 LS 470.00 470.00 1.00 1.00 470.00 e Installation 1 LS 280.00 280.00 1.00 1.00 280.00 10200 LOUVERS A Materials 19 EA 100.00 1,900.00 19.00 19.00 1,900.00 e 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 e Installation 1 LS 470.00 470.00 1.00 1.00 470.00 10500 LOCKERS A Materials 1 LS 2,800.00 2,800.00 1.00 1.00 2,800.00 e Installation 1 LS 350.00 350.00 1.00 • 1.00 350.00 10520 FIRE EXTINGUISHERS A Materials 11 EA 70.00 770.00 11.00 11.00 770.00 e Installation 11 EA 20.00 220.00 11.00 11.00 220.00 10650 DECORATIVE FENCE 1 LS 11,800.00 11,800.00 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 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 e 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 e Installation 1 LS 1,200.00 1,200.00 1.00 1.00 1,200.00 I CLARIFIERS & GRIT EQUIPMENT i 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 1.00 17,660.00 A Materials 1 LS 17,660.00 17,660.00 1.00 1.00 17,660.00 e Installation 1 LS 1,200.00 1,200.00 1.00 .A8 SAMPLERS 1.00 7,920.00 A Materials 1 LS 7,920.00 7,920.00 1.00 1.00 300.00 B Installation 1 LS 300.00 300.00 1.00 11361 GBT & POLYMER EQUIPMENT 1.00 107,530.00 A Materials 1 LS 107,530.00 107,530.00 1.00 1.00 5,090.00 e Installation 1 LS 5,090.00 5,090.00 1.00 .00 35,090.00 11377 P. D. BLOWERS 3 EA 10,240.00 30,720.00 3.00 3 3 .00 3 0,720.00 11378 COARSE BUBBLE DIFFUSERS 1 LS 10,700.00 10,700.00 1.00 11381 CARROUSEL AERATORS 2.00 93,720.00 A Materials 2 EA 46,860.00 93,720.00 2.00 .00 4,240.00 B Installation 2 EA 2,120.00 4,240.00 2.00 2 2 .00 67,940.00 11383 VORTEX MIXING SYSTEM 1 LS 67,940.00 67,940.00 1.00 11386 SUB. TANK MIXERS 3.00 27,990.00 A Materials 3 EA 9,330.00 27,990.00 3.00 .00 1,350.00 e Installation 3 EA 450.00 1,350.00 3.00 3 3 .00 40,000.00 11600 LABORATORY EQUIPMENT 1 LS 40,000.00 40,000.00 1.00 1.00 4 0,000.00 11691 ODOR CONTROL SYSTEM 1 LS 39,000.00 39,000.00 1.00 1 00 640.00 12505 BLINDS 1 LS 640.00 640.00 1.00 1.00 31,500.00 12600 LABORATORY FURNITURE 1 LS 31,500.00 31,500.00 1.00 1.00 5,000.00 12620 FURNITURE 1 LS 5,000.00 5,000.00 1.00 3.00 10,980.00 13301 MAG METERS 3 EA 3,660.00 10,980.00 3.00 15000 MECHANICAL 1.00 30,000.00 A Mobilization 1 LS 30,000.00 30,000.00 1.00 e Sluice Gates 1.00 35,000.00 Materials 1 LS 35,000.00 35,000.00 1.00 1.00 4,500.00 Labor 1 LS 4,500.00 4,500.00 1.00 c DIP 145,000.00 Materials 1 LS 145,000.00 145,000.00 1.00 1.00 126,490.00 Labor 1 LS 126,490.00 126,490.00 1.00 o Hangers • 1.00 10,000.00 Materials 1 LS 10,000.00 10,000.00 1.00 1.00 1,000.00 Labor 1 LS 1,000.00 1,000.00 1.00 0.00 E Valves - Materials 1 LS 48,000.00 48,000.00 1.00 1.00 48, 1.00 48,00000.00 F Insulation 1 LS 20,810.00 20,810.00 1.00 o Underground Pipe 1.00 15,000.00 Materials 1 LS 15,000.00 15,000.00 1.00 1.00 20,000.00 Labor 1 LS 20,000.00 20,000.00 1.00 H Vent Pipe Materials 1 LS 10,000.00 10,000.00 1.00 1.00 10,000.00 Labor 1 LS 12,000.00 12,000.00 1.00 1.00 12,000.00 1 Domestic Water Pipe 1.00 15,000.00 Materials 1 LS 15,000.00 15,000.00 1.00 1.00 16,000.00 Labor 1 LS 16,000.00 16,000.00 1.00 1.00 9,000.00 J Excavation & Backfill 1 LS 9,000.00 9,000.00 1.00 K Fixtures 1.00 12,000.00 Materials 1 LS 12,000.00 12,000.00 1.00 1.00 1,500.00 Labor 1 LS 1,500.00 1,500.00 1.00 L CO/FDIRD 1.00 18,500.00 Materials 1 LS 18,500.00 18,500.00 1.00 1.00 15,000.00 Labor 1 LS 15,000.00 15,000.00 1.00 na Water Heater 1.00 5,000.00 Materials 1 LS 5,000.00 5,000.00 1.00 Labor 1 LS 500.00 500.00 1.00 1.00 500.00 N Chemical Piping 1.00 5,000.00 Materials 1 LS 5,000.00 5,000.00 1.00 Labor 1 LS 2,500.00 2,500.00 1.00 1.00 2,500.00 o Gas Pipe 1.00 3,500.00 Materials 1 LS 3,500.00 3,500.00 1.00 Labor 1 LS 4,500.00 4,500.00 1.00 1.00 4,500.00 p Pump & Accessories Installation ,500.00 Materials 1 LS 6,500.00 6,500.00 1.00 1.00 1.00 6 6,500.00 Labor 1 LS 1,500.00 1,500.00 1.00 1.00 14,700.00 I o Controls 1 LS 14,700.00 14,700.00 1.00 1.00 159,500.00 R HVAC 1 LS 159,500.00 159,500.00 1.00 16000 ELECTRICAL Mobilization 1 LS 10,000.00 10,000.00 1.00 1.00 10,000.00 System Integrator 1 LS 215,000.00 215,000.00 1.00 1.00 215,000.00 Generator 1 LS 79,000.00 79,000.00 1.00 1.00 79,000.00 Lighting Fixtures 1 LS 19,000.00 19,000.00 1.00 1.00 19,000.00 Fire Alarm 1 LS 1,900.00 1,900.00 1.00 1.00 1,900.00 Security 1 LS 2,000.00 2,000.00 1.00 1.00 2,000.00 Material 1 LS 51,000.00 51,000.00 1.00 1.00 51,000.00 Labor 1 LS 188,850.00 188,850.00 1.00 1.00 188,850.00 SUBTOTAL: 6,384,000.00 6,384,000.00 CHANGE ITEMS. Chanae Order No. 1 A PR 01 1 LS 99,790.00 99,790.00 1.00 1.00 99,790.00 e PR 02 1 LS 25,948.00 25,948.00 1.00 1.00 25,948.00 Chanae Order No. 2 A PR 02 1 LS 13,428.00 13,429.00 1.00 1.00 13,429.00 Chance Order No. 3 A PR 05 1 LS 1 3,693.00 3,693.00 1.00 1.00 3,693.00 Chanae Order No. 4 A Item No. 1 1 LS 2,980.00 2,980.00 1.00 1.00 2,980.00 e Item No. 2 1 LS 2,900.00 2,900.00 1.00 1.00 2,900.00 c Item No. 3 1 LS (300.00) (300.00) 1.00 1.00 (300.00) Chanae Order No. 5 A Item No. 1 1 LS 3,148.00 3,148.00 0.00 1.00 1.00 3,148.00 e Item No. 2 1 LS 6,061.00 6,061.00 0.00 1.00 1.00 6,061.00 c Item No. 3 1 LS 8,415.00 8,415.00 0.00 1.00 1.00 8,415.00 o Item No. 4 1 LS 2,471.00 2,471.00 0.00 1.00 1.00 2,471.00 E Item No. 5 1 LS 988.00 988.00 0.00 1.00 1.00 988.00 F Item No. 6 1 LS (14,000.00) (14,000.00) 0.00 1.00 1.00 (14,000.00) c Item No. 7 1 LS (6,000.00) (6,000.00) 0.00 1.00 1.00 (6,000.00) H Item No. 8 1 LS (1,719.00) (1,719.00) 0.00 1.00 1.00 (1,719.00) 1 Item No. 9 1 LS 25,836.00 25,836.00 0.00 1.00 1.00 25,836.00 J Item No. 10 1 LS 2,084.00 2,084.00 0.00 1.00 1.00 2,084.00 is Item No. 11 1 LS 6,294.00 6,294.00 0.00 1.00 1.00 6,294.00 SUBTOTAL: 182,018.00 182,018.00 TOTAL: 6,566,018.00 6,566,018.00 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503 - 02107 -0 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 4 8/6/2004 This Change Order provides for additional work on this project. See Change Order. $5,580.00 5 3/10/2005 This Change Order provides for final adjustments to this project. See Change Order. $33,578.00 Total Change Orders $182,018.00 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 3,142,135.00 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 14 12/08/2004 02/21/05 76,147.00 65,000.00 6,512,440.00 15 02/22/2005 12/17/05 53,577.80 65,000.00 6,566,017.80 Material on Hand Total Payment to Date $6,501,017.80 Original Contract $6,384,000.00 Retainage Pay No. 15 65,000.00 Change Orders $182,018.00 Total Amount Earned $6,566,017.80 Revised Contract $6,566,018.00 50302107REQ15.xls ,4 IT MAR EM 7 5_ , OERTEL ARCHITECTS cnnie�I t C , 20 06 ' 1795 SAINT CLAIR AVENUE, SAINT PAUL, MN 55105 = j i i FAX: 65V696 -5188 ..,. ._ . . TEL 651/696-5186 February 28, 2005 Mr. Mike Robertson, City Administrator City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE City of Otsego Public Works Study INVOICE #6 PROFESSIONAL CONSULTING SERVICES Services for this period included development of design for public works, preparation of contract documents, civil engineering, mechanical/ electrical engineering, meetings with staff, in- house M/ E .review, coordination with engineers and related items phase allotment % of ' % previously invoiced this amount contract complete invoiced period remaining design $ 83,000.00 30% 100% $ 83,000.00 $ 0.00 $ 0.00 ' bid docs. $138,000.00 50% 90% $ 34,500.00 $89,700.00 $ 13,800.00 bidding $ 5,500.00 2% 0% $ 0.00 $ 0.00 '. $ 5,500.00 • _ $ 0.00 $ 0.00 - . $ 50,000,00 constr. $ 50,000.00 18% 0% totals $276,500.00 100% 75% $117,500.00 $89,700.00 $ 69,300.00 Contract expenses ($1,500.00 limit); Mileage: $100.00 $ 100.00 (Expenses to date with this invoice: $260.00) - Owner expenses paid by Architect: $ 0,00 None TOTAL DUE THIS INVOICE ` $89,800. Th ank ou, Oertel hi tects ITEM 5_5 1 Bonestroo Owner: City of Otsego , 8899 Nashua Ave. NE, Otsego, MN, 55330 - 7314 Date: March 3, 2006 • Rosene Request No: 12 For Period: 1/26/2006 to 2/25/2006 VI Anderlik & Associates Contractor: Gridor Construction Inc., 3990 27th St SE, Buffalo, MN, 55313 Engineers & Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO EAST WASTEWATER TREATMENT FACILITY BRA FILE NO. 000503 - 04108 -0 SUMMARY 1 Original Contract Amount $ 9,195,300.00 2 Change Order - Addition $ 38,066.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 9,233,366.00 5 Value Completed to Date $ 6,919,226.00 6 Material on Hand $ 792,219.00 7 Amount Earned $ 7,711,445.00 8 Less Retainage 0% $ 0.00 9 Subtotal $ 7,711,445.00. 10 Less Amount Paid Previously $ 7,325,562.00 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 12 $ 385,883.00 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ...44,0„.., ,( ,A.0 Approved by Contractor: Approved by Owner. GRIDOR CONSTRUCTION INC CITY OF OTSEGO See attached for signature , Specified Contract Completion Date: Date: June 16, 2005 50304108REQ12.xls APPLICATI AND CERTIFICATE OF PAYMENT TO: City of Otsego PROJECT: WTF Phase 3 Expansion APPLICATION NO.: 12 Distribution to: B.R.A.A PERIOD:Through February 25, 2006 Otsego, MN JOB NO.: 2005 -02 Mike Robertson FROM: Gridor Constr., Inc. 3990 27th Street SE Buffalo, MN 55313 APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this application for Payments has been completed in accordance with the Contract Documents, that 1.ORIGINAL CONTRACT SUM $9,195,300 all amounts have been paid by the Contractor for Work for which previous 2.Net change by Change Orders $38,066 Certificates for Payment were issued and payments received from the Owner, 3.CONTRACT SUM TO DATE (line 1 +/- 2) $9,233,366 and that current payment shown herein is now due. 4.TOTAL COMPLETED & STORED TO DATE $7,711,445 CONTRACTOR: Gridor Constr., Inc. (column G on G703) 5.RETAINAGE: Note: Securities in Lieu of Retainage a. 0 % of Completed Work 0 (columns D + Eon G703) �� Date: �/� b. 0 % of Stored Material B y. (columns D + E on G703) 0 Total retainage (Line 5a + 5b or Total in columns I on G703) $0 6.TOTAL EARNED LESS RETAINAGE $7,711,445 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) $7,325,562 CERTIFICATE FOR PAYMENT B.CURRENT PAYMENT DUE 1 $385,8831 9.BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED (Line 3 less Line 6) $1,521,921 CERTIFIED BY: ENGINEER B Date: City of Otss - Phase 3 Expansion Grldor C ic. Pay Apr. n #12 B C D E F 0 li I Ram Scheduled Work • . aced Materiel Total Percent Balance No. Description or Work Woe From Prsvloue This Period PresenBy Sand Completed Completed To Application (Not In D or E) and Stored (61C) Finish Percent Amount To Data (GG) a'z .' p ': a ''''',,,,2,.. v«,. .r q 'sp l';'.."..,'. ,. , ` s i- �s", ; ' { ..,a..,,l :. -..: s m `.:i.�w � w�i ' s ,.. � „ � �,�e�,*ax.� ' .> �. : ..''.'2" . x � ate- '��: - �i1 �.a &,.ws L .. .�t��,� �€�.�a� � ` - �as3' . s 1.001 Mo&iizetan, Insurance a Bads 6238,500 $238,500 $236,501 100.0% $0 Subtotal for Mobilization, Insurance Bonds 6236500 6236500 _ , 5238501 100.0% 50 ' bra.. 2'1'',-., „ c.":;:„ y £a` E � ... . , ; "� :: > q, _ L am,.: .�� s.. _,- �sa��;, �.: �...� _a`� -� .�l €_ , �s�m'� _ .w s �; � � : ,,?a_ � � � ,a , �...� ..:...:°;:, �, : � k= • 2.001 Layout/ Surveying $4,560 4,580 $4,560 100.0% 50 2.002 Earthwork 5175,60 105,302 - -- 5105,36 60.0% $70,241 2.003 Demo- Control Building $3,600 1,800 - -- 51,800 50.0% $1,800 2.004 Demo - Clarifiers $15,780 - - -- $0 0.0% $15,780 2.005 Demo - Oxidation Ditches 525,110 15.00% 53,767- 53,767 15.0% $21,343 2.006 Demo - Old UV Structure $4,750 - - -- 50 0.0% $4,750 2.007 Demo - Sludge ThickeningBuildirg $23,059- 10.00% ' 52,306- 52,306 10.0% $20,753 2.008 Demo - Misc Structures Piping $4,800 3,840 - -- 53,840 80.0% $960 2.009 Excavation 3 Backfi8 - Selector Tank MI= 60.00% `: $$333,477 - 533.477 60.0% 522,318 2.010 Excavation a BackNl - Blower Budding $65,022 58,520 - -- 90.0% $6,502 2.011 Excavation & Back88. Oxidation Ditches 8230.733 207,660 - -- $207.661 90.0% 523,073 2.012 Excavation & BackNl • Final Clarifiers $149,238 141,777 - - - 111111.123112 95.0% $7,461 2.013 Excavation & Backfill • UV Buldkg $58,159 55,251 - -- $55,251 95.0% $2,908 2.014ExoavationBBackBg- Misc&mime $55,153 41,385 - -- 541,365 75.0% $13,788 2.015 Tag 521,000 16,800 10.00% ! 52,100- $18,900 90.0% $2,100 2.016 Dutfall Piping 5255,820 255,820 - -- 5255,820 100.0% $0 2.017 Erosion Control 828,150 28,150 - - - 828.150 100.0% 80 2.018 Ede MPhil - Labor $491,90 442,715 3.00% 93.0% 534,433 2.019 SIa Piping - Material 8704,93 • 606,248 -- 892,984 lirng 99.2% $5.707 2.020 Gravel Road 5105,80 - - -- 50 0.0% 5105,81 • 2.021 Side Walks 518,615 $0 0.0% 2.022 Lander 599,870 50 0.0% 599,870 2.023 Chain Link Fence $45,997 - - -- $0 0.0% $45,997 Subtotal for Division 2 $2,643 462 81,969,868.01 - $56,407 592, . IIIIII= 80.17 $524,203 Check $2,119,259 ch. 1 969 868.00 Ac y e, Sat` '. « .,w s� r aq r a": , - a s�,�. .s.,, ce ,i s 3.001 Corarea- SelecorTnk 11 � . 25.00% � � 512,975 25.0% % M 3.002 Concrete - Blower Building IMITIM 03,600 - -- 893,600 100.0% 50 3.003 Concrete - Oxidation Did �� m3 51,390,110 1,382,200 0.50% _ ' 56,950 880 98.5% $20,770 3.004 Concrete - Chidden; 5265,801 285,800 - -- 5265,800 100.0% $0 3.005 Concrete - UV Buiding IIIIIIIIMM 56,400 -- 556,400 100.0% $0 3.006 Concrete • Miec Structures 60.154 - -- $60.154 95.0% $3,166 2/27/2006 1 of 5 Pay Application 12 .xis City of Otst - Phase 3 Expansion Gridor Ct c. Pay Apr. ,t #12 8 C 0 E F 0 H 1 Item Schemed Work Completed Material Total Percent Balms No. Desedpton of Work Value From Previous This Period Presently > ed Completed Completed Finish Application (Hot In Dor E) and Stored (0/C) Percent Amount To Dab (C (D+E+F) 3.007 Pre -Cast Concrete - UV $5,239 5,239 $5,239 100.0% 50 3.008 Pre- Cast Concrete - Blower $9,897 100.00% 59,897 $9,897 100.0% $0 3.009 Reber - Selector Tank $18,020 25.00% P $4.505 $4,505 25.0% $13,515 3.010 Rebar - Blower Building 831,800 31,800 $31,800 100.0% $0 3.011 Reber - OxidatonDitcles $470,640 371,808 20.00% $94,128 5465,934 99.0% $4,706 3.012 Reber - Clarifiers $84,800 84,800 $84,800 100.0% $0 3.013 Reber - UV Building 514,840 14,840 $14,840 100.0% $0 3.014 Reber - MiscStructures $24,840 24,840 $24,840 100.0% 50 Subtotal for Division 3 52,581,096 $2,371,479.00 5128,455 $80 52,500,014 96.86% 581,082 Check $2.500,014 check 2 371 479.00 ', ','-' 4.001 Masonry - UV Building $10,540 10,540 $10.540 100.0% $0 4.002 Masonry - Blower Building $12,790 50.00 %; 56,395 56,395 50.0% $6,395 Subtotal for Division 4 523,330 810,540.0 ■ $6,395 50 $16,935 72.59% $6,395 Check 516,935 check 10 540 00 "ti �, t .. F � 7..,2 7:'..-i'',:::" " .,^ .. :- , _" _ .. t ,. �_' ...'`.- ..�. . ,«+�. . M`% �` a • .,- .s : ' '3 z a 5.001 MiscMetals/Handrail - Material $155,825 48,748 $54,583 $101,331 65.0% $54,494 5.002 MiscMetals - Labor $52,156 19,298 $19,298 37.0% $32,858 Subtotal for Division $207,981 $66,046.0 80 $54,583 $120,62 58.00 Check $120,629 check 66 046.00 , - '1;1. ,.!r , ..eu S ; ' . ..S. .b ,Y.,e:.s,ra, 2 ... _ d ,._. -, . ,. 6.001 WoOd Trusses 58,440 7,598 10,00% 8844 $8,440 100.0% 80 6.002 Plastic Fabrications 545,940 39,049 $39,04' 85.0% 56,891 6.003FRPCovers $201,681 100,840 $85,556 $186,396 92.4% $15,284 Subtotal for Division8 $256,060 $147,485.00 5844 $85,556 $233,88 91.34% 822,175 Check 5233.885 check 147 48500 ', .- `.:;'a ' 4 ?i.,ac'w.. , __ , • ,v r- `G..._ ::::::,x.e__:'?:. u, ., . . -vim , . -. _ ., ,..._..a ._, � ,7 ..�s 7.001 Membrane Waterpre09ng 58,269 8,289 58,269 100.0% $0 7.002 Bibanknous Damppro09ng 54,240 4,240 54,240 100.0% $0 7.003 khsulaboo 53,863 3,091 53,091 80.0% $772 7.004 Asphalt Shiilies $10,540 5,270 $5,270 50.0% $5,270 7.005 Sheet MetaVSidk0IFlashkq 538,350 19,175 $19,175 50.0% 519,175 7.006 Joint Sealants 55,594 50 0.0% 55,594 Subtotal for Division7 870, 856 540,045.00 50 50 540,045 56.52% 830,811 Check 540,045 check $40,045.00 2/27/2006 2 of 5 Pay Application 12 xis City of Cites - Phase 3 Expansion Gridor Ci. .c. Pay App. n #12 B C 0 E F 0 H I Item Scheduled WO* Comp Ist.d Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Applkayon (Not N 0 or E) and Stored (GIC) Finish Pent Amount To Date (C +F z� s 4x q • At r q , � ' a >�:i* ;. • `f°�.:+ „ .«.. a��x. ?' ...,. ,�°, .,_9 .a.'ro. ��aafG .:,�s:»t"e5,::svm , x„�,ak � ..« .... h. .... � d � 8 Metal Doors and Frames $4,103 $0 0.0% $4,103 8.002 FRP Doors and Frames 53,868 2,9ot $2,901 75.0% 5967 8.003 Access Doors 515,230 10,662 $2,991 $13,653 89.6% 51,577 8 Aluminum Windows $13,315 6658 52,427 $9,085 68.2% $4,230 8.0 Finish Hardware $4,335 $0 0.0% 54,335 Subtotal for Division 8 $40,851 520,221.00 50 $5,418 $25,63• 62.76% $15,212 Check 525,639 check 20 221.00 ' , �� '�" ,ldd L"+... «,« �. a,F e ax, ® .. ":1'* w .mg ,a .....�`r�z T eta ... „. K _ ,. .... a • , „... �.., 9.001 Gypsum Drywall 52,050 $0 0.0% $2,050 9 Acoustical Treatment 8680 50 0.0% $680 9.003 Fluid Applied Waterproofing 537,000 50 0.0% 537,000 9.004 Concrete Floor Sealer 52,600 $0 0.0% 52,600 9.005 Panting $89,800 31,430 $31,4301 35.0% $58,370 Subtotal for Division9 $132,130 $31,430.001 $0 $0 $31,4301 23.79% 5100,700 Check 531,430 check 31 430.w a 10.001 LouversNents $800 400 5400 50.0% $400 10.002 Fire Protection $500 50 0.0% 5500 Subtotal for Division10 51,300 $400.00 $0 50 5400 30.77% $900 Check 8400 00.00 ecl( sp a ' t 7'')1 11.001 UV Disnfecton 5162,400 148,160 510,500 $156,660 96.5% 55,740 11.002 Final Clarifiers 5193,700 193,700 5193,700 100.0% $0 11.003 Centrifugal Non -Clog Pumps 569,267 69,287 $69,267 100.0% 50 11.004 Submersible Centrifiugal Pumps $39,815 533,614 533,614 84.4% 56,201 11.005 Pr09reesive Cavity Pumps $41,300 $35,000 $35,000 84.7% 56,300 11.006 Grath' BetiThickener 578,730 50 0.0% $78,730 11.007 Positive Displacement Blowers 5136,400 90.00% *122,760 $122,760 90.0% $13,640 11.008 Fine Bubble Diffusers 56,300 $5,325 $5,325 84.5% 5975 11.009 $lu Tank Fine Bubble Aeration System 569 ,800 558,575 $58,575 83.9% $11,225 11.010 Mechanical Aerators $94,252 890.000 *90.000 95.5% $4,252 11.011 Submersible Tank Mixers 5260.250 8195,068 $195,068 75.0% $65,182 11.012 Salley Equipment *7,042 $0 0.0% $7,042 Subtotal for Division 11 $1,159,256 $409,127.00 $122,760 8428,082 $959,969 82.81%, 5199,287 Check $959,969 check $409,127.00 2/2712006 3 Of 5 Pay Application 12 xis City of Ots. = - Phase 3 Expansion Gridor C rc. Pay App n #12 B C D E F 0 H I Item Scheduled Work Can • dad Material Total Percent Balance No. Desolptlon of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not in D or E) and Sexed (GIC) Finish Percent Amount To Data (C.0) ,§7'-s :4,::..1.:,',.'4...1'4':::-.0., ,.., ,. ° v ' -4 err... a a c ue* C �' ' "'�� a ;�...� .,'m"C =u i: .,�., >,aL. 95 . - -- w.. . �._ �?'. 12.001 Laboratory Furniture $6,89 50 0.0% $6,895 12.002 Furniture $9,390 - -- $0 00% $9,390 Subtotal for Division 12 $16,285 $0.00- $0 $0 50 0.00% Check $0 check 1.00 « r ` :, � �yi,d , . ~4 . , <:,::= m. _ .,, >, a - � a.. . , - i. : ' ' ... .,..1 ' : ,kt;'�1 , , 1L rI : ; aa �c .a;V, , ,< , . .de..,r r--, ,: - . .. , 15.001 Proeess Pipe -M $105,65 21,131 20.00% ' 521,130 830,041 $72,302 68.4% 533,350 15.002 Process Valves •Material $54,321 10,884 10.00% 85,432 $21,795 $38,091 70.1% $16,230 15.003 Process Pipe - Labor 566,550 28,820 10.00%11111M2 833,275 50.0% 533,275 15.004 Process Valves -Labor 55,610 2,525 10.00% $561- 53,086 55.0% $2,524 15.005 Mist Piping 510,460 2,092 - 52,092 20.0% $8,368 15.006 StdeISluiceGates $93,960 9,398 - $60,426 $69,822 74.3% $24,138 15.007 Pipe Insulation $11,550 $0 0.0% $11,550 15.008 Plumbing $65,900 38,222 20.00% 813,180- $51,40 78.0% 514,498 15.009 HVAC Mr= 17,948 20.00% 87,178- 525,124 70.0% 510,766 Subtotal for Division15 $449,893 $128,796.01- $54,138 $112,2 1=11137112 65.61% Check $295,194 check 128 796.00 L '2'. '7 :: r.,,... . wwak ' , . m<,, 2 e.,,`„.c , :7.: K i G•._.at +.,s ?. ,°a i,'are ma.,,. t..r.....>iaat, air'';:i7,1°. . , o-. ;2 16.001 General Conditions - Temp. Demo d Permit $66,400 88,400 566,400 100.0% 50 16.002 Light Fixtures 3 BCW 829,200 22,484 4.00% 51.168- 823,652 81.0% $5,548 16.001 Site Lighting =EMT - -- 813.254 $13,254 51.4% 812,546 16.002 ASC - Control Panels , 133,400 - -- 5133,40 100.0% $0 16.001 Analytieal & Pressure Devices $24,450 24,450 - -- $24,450 100.0% $0 16 .002Compkrter Hardware, Fiber Optics $16,000 - = == 50 0.0% $76,000 16.003 Labs- Confiuguration, Programming $130,000 58,500 558,500 45.0% $71,500 16,004 Control Room Feeders 547.200 47,200 - $47,200 100.0% 50 16.005 Control Room Demo,BCW, Devices $41,00 13,530 . $13,530 33.0% $27,470 16.006 Telephone/Fiber $10,100 5,050 $5,050 50.0% $5,050 16.007 Cbidfers 8 Conversion of Exist Glorifiers $52,500 50,925 - -- 550.925 97.0% $1,575 16.008 Oxidation Ditch 3 Sludge Holding Tanks $118,700 58,978 22.00% $26,11 583,090 70.0% 535,610 16.009 UV Building $39,60 15,840 , 17.00 %" 56,732- 822,572 57.0% 517,028 16.010 Glower Building 557,80 17,340 ' 27.00% 515,606 $32,946 57.0% 524,854 16.011 Selector Tank $28,400 - - - S0 0.0% $28,400 16.012 Existing SIudgeThidken&BWading $64.900- 8040% allIFIrM - 851.920 80.0% 512,980 16.013 Lift Stations $33.100 24,825 =11M 75.0% $8,275 16.014 Generator $192,001 192,000 - - • ," 100.0% $0 16.01 XFMRS IPanels/DisCalnekdslCorklrolStet Mr= 37,516 - -- $37,516 82.0% $8,234 16.016 S W I W g e a 1 A T S / M o t f Control Centers 8 2 2 0 , ' ' ' 220,000 - $220.1 • k 100.0% $0 SubtoW for Division 16 81,376,300 8986,436.' , - 8101,540 $13,2 $1,101,2 ■ 80.01 $275,070 Check $1,101,230 check $986,436.00 2/27/2006 4 of 5 Pay Application 12 .xIs City of Ots. . F - Phase 3 Expansion Gridor C. .1c. Pay AF .n #12 B C D E F 0 H I Item Scheduled Work Completed Material Total Percent Balance No. Deeerlptlon of York Value From Prwloue This Period Presently Stored Completed Completed To Appllceyon (Not M D or E) and Stored (GIC) Finish Percent Amount To Data (C- g 17.001 RTU Panel Modifications 512,596 12,598 $12,596 100.0% 50 17.002 UV System Modifications 51,770 1,770 51,770 100.0% 50 17.003 Urdoraeen Conditions at Outfall Line 514,852 14,852 514,852 100.0% $0 17.004 Dialer Software 53,646 3,846 53,646 100.0% $0 17.005 VVedeo0 Credit - 520,000 - 20,000 - 520,000 100.0% 50 17.006 Relocate Primary Power (Xcel) 53,920 3,920 53,920 100.0% 50 17.007 MLSS Lift Station Credit 58,236 -8,236 - 58,236 100.0% 50 Subtotal for Change Order #1 88,548 $8,548.00 SO 50 58,548 100.00% 50 Check 58,548 check 58,548.00 18.001 Transformer Relocation 54,167 100.00% 54,167 54,167 100.0% 50 18.002 Additional Plantings at Bent $4,657 50 0.0% $4,657 18.003 Condon for Fedora Misers 58,823 100.00% 56,823 56,823 100.0% $0 18.004 Aluminum Grating at Post Aeration 512,371 75.00% $9,278 59,278 75.0% 53,093 18.005 FRP Framing at UV Disinfection 51,500 100.00% . 51,500 $1,500 100.0% 50 Subtotal for Change Order #2 529,518 $0.00 821,768 50 521,768_ 73.74% 57,750 Check 821,768 check 50.00 Grand Total $9,233,386 $6,426,921 $492,305 $792,219 7,711,445 83.52% 51,521,921 5792,219 7,711.445 212712006 5 of 5 Pay Application 12 .xis Otsego WTI Facility - Phase 3 Expansion 3000 27th sheet SE G Stored Materials & Ea lament Summary Buffalo. 101 55313 Pay Req. No. 12 Period Ending: 212512006 f b r x11" . s'" E �. v P -s r:, . ✓•a ; �g t N 3 S« H2 :" � _ ri�"»..�„�„a �i ..� 5 r a�J C.v v * �a .�,`. >�^;,?, . s ',. �'`S4 104, :� ' � @a ; M'�:: .�,3 ',= a ; � f ; ` . , �. r. wit .�"�, a^H � ,� �. a � .s ; I .i t �' _>.,. '� r.�'�'.sr�i, {>r. 3 � : vza�4. �":: n:.:' u'' �a.. �s> ��,-;:;ew:s�:�_*&.E?a�,a�"�.:`; :. $1,938,960 $1,040,319 $106,422 $1,146,741 - $792,219 Grand Totals $9,203,848 � - Mobilization, Insurance & Bonds $236,500 -- - Subtotal for Mobilization, Insurance & Bonds $236,500 ; - - �a�,,t} y -: . .; _ ., ��-:.� N �, �n `� g'b ,,�:�- ¢�'"�.. _ i , <" , .•:. d US L a `' ' r La out/ Surve n $4,560 �_ �� 2.002 Earthwork $175,603 - 2.003 Demo - Control Buildin a $3,600 -- ' Demo - Clarifiers $15,780 -- == 2.005 Demo - Oxidation Ditches $25,110 -- - 2.006 Demo - Old UV Structure $4,750 -- 1.11.111ECalEtal2memi =^ 1• e- $23,059 -- -__ - - - 2.008 Demo - MIsc Structures Pi • in • • $4,800 -- 11- Excavation & Backfill - Selector Tank $55,795 - - IIIIIIMME = = - - Excavation & Backfill - Blower Buildin! $65,022 -- 2.011 Excavation & Ball - Oxidation Ditches $230,733 -- 2.012 Excavation & Backfill - Final Clarifiers $149,238 -- 2.013 Excavation & Backfill - UV Buildin• $58,159 == IMIN ICEEZEI Excavation & Backfill • Misc SWClures -- - Tee! $21,000 ®' outf n l Pi -- $255,820 _ _ IMMINSfal] Erosion Control �- 2.018 SitePi•in. - Labor $491,905 -- $367,296 $92,984 Site Pi.in, - Material $704,939 $460,280 2.020 Gravel Road $105,804 -- Side Walks $18,615 - 2.022 a•in- $99,870 -= $92,984 S Chain Chain Unk Fence ® $460$ $3 ,2 $ ' Subtotal for Divisioon 2 $2,643,462 $460 280 - ,i-1,4, .11," 3.001 Concrete - Selector Tank 3.002 Concrete - Bloom Building $ 93,600 $5,309 $5,202 $27 $5,229 $80 3.003 Concrete • Oxidation Dictum $1.390,000 S5,309 3.004 Concrete - Clarifiers $265,800 3.005 Concrete • UV Building $56,400 3.006 Concrete • Mac Structures $63,320 3.007 Pre -Cast Concrete - UV $5,239 3.008 Pre-Cast Concrete - Blower $9,897 3.009 Rebar - Selector Tank • $18,020 3.010 Rebm - Bose Building $31,800 6 48,599 $93,617 $242,2 31 1 3.011 Reba OxidationDBdles $470,640 $242,216 24 $242,22,216 16 148,592 242,216 3.012 Reber -Clarifiers $84,800 552,502 5 $52,502 $10,245 3.013 Rebar -UV Building 514,840 $10,245 512,000 $10,045 510,245 3.014 Reba • Mac Structures 524,840 512,000 Subtotal for Division 3 $2,581,096 5322,272 SO 50 $322,272 $228,548 593,644 $322,192 580 4.001 Masonry - UV Bulking 510,540 4.002 Masonry - 'Moser Building 512,790 Subtotal for Division 4 $23,330 Page 1 of 4 Pay Application 12.xls 2/27/2006 Otsego WTI JL. acility - Phase 3 Expansion aee02rih afree/aE �. Stored Materials & Eauloment Summary e,dhle, M sss+a • J Pay Req. No. 12 Period Ending: 212512006 z ore � d x& `" '" '� *ka � is v .a , � 5 '�° # . � � i i �._ �` �g �r��, .. » y » M . � ��, .t�� _ $54 583 r » r Misc Metals - Labo l - Material $54,583 r ?Aso Metals - Labor INIMMINISIED -- Subtotal for Division 5 $207,981 $54,583 - $54,583 - $54,583 ...i.1'.!.:'.;71..,..nC..4.1:::17.'",4,i1=1113210111114533111VIZINNE212111101122:21,1123§9SERIMBEITEMISIMINAMMEMESIME1111.201ENSE-9504453131MOUBINENNEMISISM..17 '. ..'' ..-0 6.001 Wood Trusses $8,440 6.002 Plastic Fabrications $45,940 $174,427 $88,871 $88,871 $85,556 6.003 FRP Covers $201.680 $174,427 Subtotal for Division 6 $256,060 $174,427 $174,427 588,871 $88,871 $85,556 - , - - ,: 1 d, . M4,gP .» v., `a ' ':N„ a ° ; t2 `-#1. m d,i.@x&. �" ..» . `.,, E, i � ". # p. .. 4x, . » ..s .,.a.,., . '� e . M #�k .»» _ .r - -. �r� o y -1 k,_ , �, �' a"• r�fSwrw ,.,,.,...a��.c.,�.,.�sr. w, n.,a _ 7.001 Membrane W a aterproofing y $8,269 7.002 Bituminous Dampproofing $4,240 7.003 Insulation $3,863 7.004 Asphalt Shingles $10.540 7.005 Sheet Meta /Siding/Flashing $38,350 7.006 Joint Sealants s5,594 Subtotal for Division 7 $70,856 b1Fiti$fgni . . . il... E;ff .,a>a,�:^i'.as », wME,aS�^t�i,.< E3 cMvimM u.. » rZUszriaET E...*nTMEZVc«s:fEEEE.u.»s. . sa. 8.001 Metal Doors and Frames $4,103 8.002 FRP Doors and Frames $3,868 8.003 Access Doors $15,230 $7,991 $7,991 $5,000 $5,000 $2.991 8.004 Aluminum Windows $13.315 $8.089 $8,089 $5,662 $5,662 $2,427 8.005 Finish Hardware $4,335 • Subtotal for Division 8 $40,851 $16,080 $16,080 810,682 610,662 _ 85,418 Cli'''Pl.'11:1'rE:fg.'1.1..!''''.;:lfir':':171-IPP a1° d , ..."1, s't.1113 ;i . aT „'a °' , `" , , _ s, .. u.. 9.001 Gypsum Drywall $2,050 9.002 Acoustical Treatment $680 9.003 Fluid Applied Waterproofing 637.000 9.004 Concrete Floor Sealer $2,600 9.005 Painting 689,800 Subtotal for Division 9 $132,130 3 &. 1 .t ' •, iffl E �3 S s. .,w ..,vY:+ ..0 g , R b y' a .i war�r � - ��°g"�u��'� 'g `�, '�.�� `�"` �;Y°"` »t r,.. r, ,,.. �. .. ,.. _.._,� , i,.�+m . 'rte°,. .��. . _ .�. _ . � 10.001 LouveraNents $800 10.002 Fire Protection 6500 Subtotal for Division 10 $1,300 �.' 1 R R ' 'z" ,.ant , - s klE...<,�,', z. :2:: .• :» ,,. �.z. ENR ��.`° 'i a e .,. 5 ' ;> ,.a». =.r.:; .. ,, . ....H..a6 *tt2Ei..o. gn 10,500 0 01 m .. _ ».< i 6105,000 694.500 694,500 $ 11 001 W Disinfection $162,400 6105,000 11.002 Final Clarifiers $193,700 $165,075 6165,075 6165,075 $165,075 11.003 Centrifugal Non-Clog Pumps $69,267 $85,782 865,782 $85,782 665,782 11.004 Submersible Cenbifiugal Pumps 639,815 $33,614 633,614 $33,614 11.005 Progressive Cavity Pumps $41,300 $35.000 $35,000 635,000 2/27/2006 Page 2 of 4 Pay Application 12.xls Otsego WTF ,; acuity - Phase 3 Expansion Odder Constr ., lea - 9ea0 77M oust 8E Stored Materials & Eauioment Summary eases, NN as9,9 lat Pay Req. No. 12 Period Endin • 212512006 _ �sv. � <:, y., � � s. :a Y� .�• +s ' e�S. : � '- },_`".� -� s� sLS .:: t, � 2 fins 'i "- ' a y 't'` 341 �.3'° { ,� ). , .e; .: :., .o•.uvw4 6s� T::1 t ''", :. " :.� :y:� „lei. s, : &«..,Cork f a „ £: ,' r;. a.x , , „ n,, ° .�;. ' a ,„ -_ - __- 1 " �� y�.- �� 11.006 Po: Bell Thickener $136,400 -- -- $5,325 =MUM Positive Bubble •la fusers Blowers _ 11.008 Fine Bubble Dilivaere $6,300 $5,325 $58,575 11.009 1 ak , ii c:1 �a,R9•d � . - : r r ® -- $58,575 894,252 $90,000 r $195,068 ' ' Submersible eat T k $260,250 8195,068 - I - S ane E•u• TankMzen - - /MUM Sane E•u.... eat IMMINIIIMEI -- __ _ Subtotal for Division 11 $1,159,256 $753,439 - $753,439 $325,357 $325,357 $428,082 7 6r4W -- "Ig 7; 12.001 Laboratory Furniture $6,895 12.002 Furniture 89,390 Subtotal for Division 12 $16,285 fiiKittt%1'� $45,502 $6,361 $9,100 $15,461 $30041 15.00 Process Pipe $154,321 $3,132 15.002 proass VaNea- Matorial $54,321 $311,137 831,137 86,228 $3,114 $9,342 $21,795 15.003 Process Pipe - Labor $66,550 15.004 ProcessValves - Labor $5,610 15.005 Mao Piping $10,460 $67,140 $6,714 $6,714 $60,426 15.006 Slide/SluiceGates $93,960 $67,140 15.007 Pipe Insulation $11,550 15.008 Plumbing 865,900 15.009 HVAC $35,890 Subtotal for Division 15 $449,893 $143,779 $143,779 _ $19,303 $12,214 $31,517 $112,262 Condi ,�.. 4:77' s ; h e `$ , a s a „,vim; -1�a . v°^ . , a- tw o ,,. ' ,, rk s ` ,". - , q,, - a :..,... 16.001 General lbns•T: ,. Demo 6 Permit �. .. r ' i� r r '. M Fixtures A 8CW $29,200 -- $13,254 r r Site • . • $25,800 $14.100 /11.11111/11111 IMIIMIEICIIIMIMIIIIEMIIIMIEMCI $846 -- ME= ASC- Control Panels � '-- IMIIIIIIMI An 8 Pressure Devices 824,450 -- = - � -- . r r 16.002 • • Hardware, Fiber r •tics 816,000 - Labor - Con ation, ' some , $130 -- - _ _ 16.004 Control Room Feeders r r - - . r r Control Room Demo BCW, Devices $41,000 -- -- 16.006 ambers ® == -- • r r Cladflers d Conversion of Exist Claiflers " ■ -- 16.008 Oxidation Dilute 6 S Ho • , Tanks $118,700 -- - 16.009 UV Build • -- - r ' Blower Bugdl , 557,800 -- - liMIElliil Selector Tank -- -- uft station 8192,000 r -- ®" Generator s ®' ' XFMRSIPaneWDlawmnecta/Cantrol Stat -- -- _... 16.016 Switch, . aIATSIMotar Control Centers $220,000 -- Subtotal for Division 16 $1,376,300 $14,100 - $14,100 $282 $564 $846 513,254 2/27/2006 Page 3 of 4 Pay Application 12.xis Otsego WTI r acility - Phase 3 Expansion °""" l a` C 9aa5 S1 Stored Materials & Eauioment Summary aanta MN 55313 Per Req. do.. 212512006 Period Ending: � �� E , v �e '*'..:::4'' � . d . �s ,,:Tw..+.0 r .�,y::a,."'s .xs .a . .e �' � �<< � �±, .�,. y r .r;'E A yt�t ' �ttxL w �;, � , ^' - `:€,« L�a�&� . :� z° `� �;",�� ^br"r4 r' Y � k�"'"` ' ` ' ^-;: ,,,a .,rm. d.? ,,.. I,:, . -.. s fs 17.001 RTU Panel Modifications $12,598 -- = = ,1 $ 1 . 770 - 17.003 Unforseen Conditions at Outlet Una $14,852 -- 17.004 Dialer Software $3,646 -- - IMMIKEZIa Wedeoo Cremt 420,000 -= - -- N M.SSS Litt Staff on Credft -- -- Subtotal for Change Order 81 $8,548 SO 71 .. a p, a ,.� w * , t ,' P , .. :1"a; I ,,::17.::.7. y. `.�,,,. - « ...tG a '1 .. .. ;._a ,; 18.001 TransformerRsbcabon $4,167 18.002 Additional Plantings at Senn $4,657 18.003 Conduit for Furdae Mixers $6,823 18.004 Aluminum Grating at Post Aeration $12,371 18.005 FRP Framing at W Disinfection $1,500 Subtotal for Change Order 82 $29,518 $0 Grand Totals $9,203,848 $1,938,960 $0 $1,938,960 $1,040,319 $106,422 61,146,741 $792,219 Page 4 of 4 Pay Application 12 "xls 2/27/2006 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503 - 04108 -0 CONTRACTOR GRIDOR CONSTRUCTION INC CHANGE ORDERS No. Date Description Amount 1 6/23/2005 This Change Order needs to provides for additional work on this project. See Change Order. $8,548.00 2 1/12/2006 This Change Order provides for additional work on this project. See Change Order. $29,518.00 Total Change Orders $38,066.00 PAYMENT SUMMARY No. _ From To Payment Retainage Completed 1 03/01/2005 03/30/05 244,468.00 244,468.00 2 03/31/2005 04/26/05 654,495.00 898,963.00 3 04/27/2005 06/01/05 976,500.00 1,875,463.00 4 06/02/2005 06/25/05 966,705.00 2,842,168.00 5 06/26/2005 07/25/05 680,550.00 3,522,718.00 6 07/26/2005 08/25/05 837,342.00 4,360,060.00 7 08/26/2005 09/25/05 595,813.00 4,955,873.00 8 09/26/2005 10/25/05 836,378.00 5,792,251.00 9 10/26/2005 11/25/05 838,975.00 6,631,226.00 10 11/26/2005 12/25/05 474,785.00 7,106,011.00 11 12/26/2005 01/25/06 219,551.00 7,325,562.00 12 01/26/2006 02/25/06 385,883.00 7,711,445.00 Material on Hand $792,219.00 Total Payment to Date $7,711,445.00 Original Contract $9,195,300.00 Retainage Pay No. 12 Change Orders $38,066.00 Total Amount Earned $7,711,445.00 Revised Contract $9,233,366.00 50304108REQ12.xls ITEM 5_6 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA CONTRACT FOR BUILDING INSPECTION SERVICES THIS CONTRACT entered into this day of March, 2006, by and between the City of Otsego, a municipal corporation (hereinafter "CITY") and Kermit ( "Jerry") G. Olson, hereinafter referred to as the INDEPENDENT CONTRACTOR. BUILDING INSPECTOR DESIGNATED: The CITY hereby appoints the INDEPENDENT CONTRACTOR as the Building Inspector as that term is defined under Minnesota Statutes and Rules, for the CITY OF OTSEGO. The INDEPENDENT CONTRACTOR represents that he is certified by the State of Minnesota as a building inspector and shall undertake at his own expense to remain so certified throughout the term of this Contract. INDEPENDENT CONTRACTOR understands and acknowledges that continued certification is a material condition of this contract. TERMS OF CONTRACT: This Contract shall commence immediately and shall continue in effect until , unless there is a material breach of the terms and conditions of the Agreement (which material breach will be determined solely by the CITY) or the Agreement is terminated by the CITY for cause during that time period. In the event of termination by CITY, for either a material breach or for cause, no notice period is required. For purposes of this Agreement, cause is defined as any violation of law by the INDEPENDENT CONTRACTOR occurring while CITY work under this Agreement is being performed, or any other actions by the INDEPENDENT CONTRACTOR deemed to be detrimental to the CITY by, and at the sole discretion of, the City Council. SCOPE OF THE CONTRACT: The INDEPENDENT CONTRACTOR agrees to provide building inspection services, plan review, and inspection of individual sewage treatment systems for the CITY in accordance with the State Building Code as adopted by the CITY and amended from time to time, Minnesota Rules for Individual Sewage Treatment Systems and as they are amended from time to time, and applicable City Ordinances. The INDEPENDENT CONTRACTOR agrees to make any and all necessary inspections to insure compliance with the State Building Code, Minnesota Rules and applicable City ordinances. ADDITIONAL WORK UNDER THE CONTRACT: The INDEPENDENT CONTRACTOR shall at the request of the Mayor, City Council, City Administrator or City Zoning Administrator perform additional work not involving building permits. Additional work shall include, but not be limited to, such matters as the evaluation of dilapidated or hazardous buildings or structures, hazardous excavations, the preparation of reports for enforcement of City Code violations or abatement proceedings, as well as the service of documents, drafting of letters and testimony related to the same, and any other investigations, inspections, or testimony reasonably deemed to be necessary by the Mayor, City Council, City Administrator, City Zoning Administrator, City Attorney or Code Enforcement Officer in order to promote and protect the health, safety and welfare of the citizens of the CITY. ATTENDANCE AT CITY COUNCIL MEETINGS: Within the scope of this Contract, and without additional compensation, the INDEPENDENT CONTRACTOR shall attend City Council meetings and public hearings where required by this contract, or as requested by the Mayor, City Council or City Administrator. KEEPING OF RECORDS: Within the scope of this Contract, the INDEPENDENT CONTRACTOR shall maintain and keep secure an adequate set of records, correspondence and memoranda from which can be determined the date, number, status, factual observations, findings and conclusions of all inspections and building permit applications together with any other information deemed necessary by the parties hereto. The original records maintained hereto are deemed the property of the CITY, and the CITY shall have access to said records at any time and for any purpose. Upon termination of this Contract all original records shall be turned over to the CITY. INDEPENDENT CONTRACTOR may retain copies for his files. INDEPENDENT CONTRACTOR STATUS: INDEPENDENT CONTRACTOR shall furnish all equipment of whatever nature necessary to fulfill the terms and conditions of this Contract including vehicles and any and all equipment, tools, materials and supplies, except for nominal office supplies, necessary for properly making and recording required inspections. INDEPENDENT CONTRACTOR shall be free to keep whatever hours he sees fit so as long as he fulfills the terms and conditions of this Contract. INDEPENDENT CONTRACTOR shall not request or receive, and is not qualified to receive, any retirement benefits, health or dental insurance benefits, life insurance benefits, PERA benefits, workers compensation benefits, unemployment benefits, or any other fringe benefit or other incentive offered by the CITY. Further, INDEPENDENT CONTRACTOR forever waives any present or future claim to any such benefit and acknowledges that he is, in fact, an INDEPENDENT CONTRACTOR, and will make no claim either now, or anytime in the future, that his status with the CITY is, or was, that of an employee. The INDEPENDENT CONTRACTOR shall carry all insurance necessary to operate as an Independent Contractor and with coverage limits adequate to protect the CITY, including liability insurance for the benefit of the CITY and with coverage acceptable to the CITY. The acceptability of all insurance and the limits of coverage of such insurance will be determined by the CITY, at its sole discretion. INDEPENDENT CONTRACTOR shall be deemed solely liable for any acts or omissions which affect the CITY's interests. Due to the nature of the work to be performed and the convenience to citizens of having the Independent Contractor readily available, the CITY shall provide the INDEPENDENT CONTRACTOR with use of a work area within the CITY offices, including the use of usual furnishings. LOCATION OF THE WORK TO BE PERFORMED: The INDEPENDENT CONTRACTOR agrees that the work shall be performed within the CITY, except that inspections of buildings to be moved into the CITY shall be made at the location of such building prior to its removal. EXPENSES: The INDEPENDENT CONTRACTOR agrees that it will seek no reimbursement for out -of- pocket expenses incurred in the performance of his obligations under this Contract, unless such expenses are specifically set forth in this Contract. PAYMENT FOR ADDITIONAL WORK: As compensation for all work as set forth in this contract, the INDEPENDENT CONTRACTOR shall be paid $50.00 per hour, payable with other verified accounts at a regularly scheduled City Council meeting. BOND: The parties agree that no fiduciary bond shall be required and the INDEPENDENT CONTRACTOR agrees to remain at all times licensed by the State of Minnesota as a certified Building Inspector, as well as any other licenses required to make any and all inspections required by this Agreement. CONTROL: The INDEPENDENT CONTRACTOR retains the sole and exclusive right to control or direct the manner or means by which the work described herein is to be performed. The CITY retains only the right to control the ends to ensure its conformity with proper completion of the tasks set forth herein. PAYROLL OR EMPLOYMENT TAXES: No payroll or employment taxes of any kind shall be withheld of paid with respect to payments to the INDEPENDENT CONTRACTOR. The payroll or employment taxes that are the subject of this paragraph include, but are not limited to, FICA, FUTA, federal personal income tax withholding, state personal income tax withholding, state disability insurance tax and state unemployment insurance tax. The INDEPENDENT CONTRACTOR is responsible for payment of any and all taxes related to compensation received under this Agreement. WORKER'S COMPENSATION: No Worker's Compensation insurance has been or will be obtained by the City on account of the INDEPENDENT CONTRACTOR. SEVERABILITY: Should any term or condition of this Agreement be found invalid by a court of competent jurisdiction, such fmding shall not affect or invalidate the remaining terms and conditions of this Agreement. MERGER: Any previous agreements between the parties, either written or oral, are hereby merged into this Agreement. IN WITNESS WHEREOF, the INDEPENDENT CONTRACTOR and CITY have executed this Agreement this day of March, 2006. CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk INDEPENDENT CONTRACTOR BUILDING INSPECTOR Kermit (Jerry) G. Olson ITEM 7_1 NAC ,, NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 r_ Telephone: 763.231.2555 Facsimile: 763.231.2561 planners�a?nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 March 2006 RE: Otsego — Rottlund Homes NAC FILE: 176.02 — 04.35 The Planning Commission held a public hearing on 6 February 2006 to consider the application of Rottlund Homes for a residential development located in the area generally between TH 101, CSAH 42 and CSAH 37. Mr. Tim Whitten of The Rottlund Company, Inc. was present. Comments from the public focused on traffic impacts to CSAH 42 and CSAH 37 and redevelopment opportunities for the exception parcels fronting CSAH 37. The City Engineer was present and addressed the transportation issues. City staff addressed the resubdivision of the exception parcels fronting CSAH 37 and the developer was asked to provide a ghost plat as part of their most recent submittal. The Planning Commission discussions included the proposed single family and townhouse development standards, townhouse area site design and townhouse building architecture. After discussion, the Planning Commission asked the developer to provide location of other similar projects that they could field inspect on their own prior to acting on the applications. The Planning Commission then tabled the requests to their meeting on 6 March 2006. The Parks and Recreation Committee reviewed the proposed park land dedication at their meeting on 8 February 2006. The developer had provided two options for a park facility, one meeting neighborhood park standards and a smaller parcel meeting play lot standards. The Parks and Recreation Committee recommended that the developer dedicate the larger parcel for development of a neighborhood park. Outlot G on the revised site plan provides for dedication of a 6.38 acre parcel, which is consistent with neighborhood park standards. The Planning Commission took up consideration of the applications again at their meeting on 6 March 2006. The developer has provided a revised site plan incorporating a number of changes and additional information as requested by City Staff, the Parks and Recreation Commission and the Planning Commission. The Planning Commissioners that had taken the time to visit the example projects identified by the developer were impressed with the combination of development standards and architectural design of the housing products. Specific to the proposed Otsego project, the Planning Commission believes that the site design will minimize the appearance of the project density from the abutting public streets and that the design of the buildings has a positive aesthetic effect to the neighborhood. Having closed the public hearing on 6 February 2006, the Planning Commission voted 6 -0 (Commissioner Darkenwald stepped down from consideration of the applications) to recommend approval of the applications as set forth below. The City Council will consider the applications at their meeting on 13 March 2006 at 6:30 PM. Decision 1 - Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A -1 District to R -6 District and R -7 District based on a finding that the action is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — PUD- CUP /Preliminary Plat A. Motion to approve a PUD- CUP /Preliminary Plat for Pinnacle Crossing, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. A phasing plan shall be submitted outlining the anticipated final platting of the proposed subdivision. The phasing plan is subject to approval of the City Council, its schedule shall be made a condition of preliminary plat approval and it shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The developer shall specify a minimum of four distinct color packages (siding, trim, and shutters) for the proposed townhouse buildings, with no scheme used for more than 30 percent of the building exteriors. 2 4. The site plan is revised to provide a 28 foot wide street section with eight - foot wide bump out parking stalls on the south side of the street from the west plat line to Quenroe Avenue, subject to approval of City staff. 5. No parking zones from 2:00AM to 6:OOAM on the south side of 72 Street and 24 -hours on the north side of 72 Street between the west plat line and Quenroe Avenue and both sides of Quenroe Avenue south of 72 Street shall be established by resolution of the City Council with the final plat. 6. The street section west of 75 Street to 72 Street must be renamed as Queens Avenue. 7. The site plan is revised such that dead -end private drives are to be 22 feet wide (back of curb to back of curb), subject to approval of City staff. 8. All single family Tots shall be subject to the following minimum requirements: Min. Setbacks Lot Width Front Side Rear Bldg. Garage Corner Interior Interior CSAH 42 55ft. 25ft. 30ft. 25ft. 7ft. 30ft. 65ft. 9. Townhouses shall be subject to the following minimum setback requirements unless otherwise approved by the City Council: R-O -W Interior Between Private Perimeter Bldgs. Drives Proposed 25ft. 30ft. 30ft. 23ft. 10. Plans shall be submitted for establishment of appropriate landscaping and grass seed mixture for all outlots to be retained by a homeowners association, subject to approval by City staff. 11. Decorative fence structures shall be provided at the intersections of Outlots D, F and I with public streets subject to review and approval by City staff. 12. Approval of the preliminary plat is contingent upon the City entering into a contract for construction of improvements to extend trunk sanitary sewer and water utilities to the subject site. All utility plans are subject to review and approval by the City Engineer. 13. All easements are subject to review and approval by the City Engineer. 14. Park and trail dedication requirements shall be satisfied by dedication of Outlot G and payment of a proportional cash fee in lieu of land based on 3 the fee in effect at time of final plat approval, minus credits for any developer installed improvements. Outlot C shall also be dedicated to the City but shall not be considered for park dedication credit. The cash fee in lieu of land for each final plat shall be calculated as follows: cash fee x unmet land dedication (40.3 %) x du = payment 15. The development plans shall be revised to provide for an eight foot bituminous trail along the west side of Quenroe Avenue from CSAH 37 to 72 " Street. 16. All grading, drainage, utilities, easements, streets, street names and rights -of -way shall be subject to review and approval of the City Engineer. 17. A complete set of preliminary plat plans revised in accordance with the site plan dated 24 February 2006 and as modified herein shall be submitted and are subject to City staff review and approval. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Engineering Manual. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Theresa Greenfield, The Rottlund Company, Inc. 4 CITY OF 03 -07 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP AMENDMENT APPLICANT: The Rottlund Company, Inc. APPLICATION: Request for a Zoning Map amendment rezoning land included as part of the Wildflower Preliminary Plat. CITY COUNCIL MEETING: 13 March 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for low to medium density residential and medium to high density residential land uses within the East Sanitary Sewer Service District. C. The subject site is zoned A -1, Agriculture Rural Service District. The applicant is requesting a Zoning Map amendment to rezone the subject site to R-6, Medium Density Residential District and R -7 High Density Residential District for the purpose of developing 116 single family Tots and 170 townhouse dwelli ng units. D. Consideration of the application is to be based upon (but not limited to) the criteria established by Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The land uses proposed on submitted plans are consistent with the type and densities anticipated by the Comprehensive Plan. Furthermore, the definition of the subject site by TH 101, CSAH 37 and CSAH 42 and the design of the preliminary plat is an opportunity to establish a neighborhood with a unique compact character distinct from larger areas of the City. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below describes existing/planned adjacent uses. The proposed preliminary plat is compatible with surrounding properties. Direction Land Use Plan Zoning Map Existing Use North NA NA NA East LD residential R -1 District Single Family A -1 District South MHD residential A -1 District Single Family LMD residential R -3 District West Commercial A -1 District Undeveloped LMD Residential R -3 District Mobile Home Park 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed PUD- CUP /Preliminary Plat will comply with applicable requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual except for flexibilities approved with the development plans. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed preliminary plat will establish a 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The subject site has multiple access points to major collector and arterial streets to appropriately distribute and accommodate traffic generated by the proposed development. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City=s service capacity. Finding: The City is planning construction of trunk sanitary sewer and water utilities that will provide service to the subject site. As the subject site is within the City's defined growth area, the development can be accommodated within existing City services. E. The planning reports dated 27 January 2006 and 1 March 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering memorandum dated 2 February 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Com mission held a public hearing at their regular meeting on 6 February 2006 to consider the application, preceded by published and m ailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Com mission tabled the request to receive additional information at a future meeting. H. The Planning Commission considered the application again at their meeting 6 March 2006 and after continued discussion recommended by a 6 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED. 2 ADOPTED by the Otsego City Council this 13 day of March, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ORDINANCE NO.: 2006 -06 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE WILDFLOWER PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The portion of the property described by Exhibit B is hereby rezoned from A -1, Agriculture Rural Service District to a R -6, Medium Density Residential District designation. Section 3. The portion of the property described by Exhibit C is hereby rezoned from A -1, Agriculture Rural Service District to a R -7, High Density Residential District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 13 day of March, 2006. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk ATTACH LEGAL DESCRIPTION HERE EXHIBIT A ATTACH SINGLE FAMILY DESCRIPTION HERE EXHIBIT B ATTACH TOWNHOUSE LEGAL DESCRIPTION HERE EXHIBIT C 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed PUD- CUP /Preliminary Plat will comply with applicable requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual except for flexibilities approved with the development plans. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed preliminary plat will establish a 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The subject site has multiple access points to major collector and arterial streets to appropriately distribute and accommodate traffic generated by the proposed development. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City=s service capacity. Finding: The City is planning construction of trunk sanitary sewer and water utilities that will provide service to the subject site. As the subject site is within the City's defined growth area, the development can be accommodated within existing City services. E. The planning reports dated 27 January 2006 and 1 March 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering memorandum dated 2 February 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 6 February 2006 to consider the application, preceded by published and m ailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission tabled the request to receive additional information at a future meeting. H. The Planning Commission considered the application again at their meeting 6 March 2006 and after continued discussion recommended by a 6 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2 2. A phasing plan shall be submitted outlining the anticipated final platting of the proposed subdivision. The phasing plan is subject to approval of the City Council, its schedule shall be made a condition of preliminary plat approval and it shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The developer shall specify a minimum of four distinct color packages (siding, trim, and shutters) for the proposed townhouse buildings , with no scheme used for more than 30 percent of the building exteri ors. 4. The site plan is revised to provide a 28 foot wide street section with eight -foot wide bump out parking stalls on the south side of the street from the west plat line to Quenroe Avenue, subject to approval of City staff. 5. No parking zones from 2:OOAM to 6:OOAM on the south side of 72 Street and 24 -hours on the north side of 72n Street between the west plat line and Quenroe Avenue and both sides of Quenroe Avenue south of 72n Street shall be established by resolution of the City Council with the final plat. 6. The street section west of 75 Street to 72n Street must be renamed as Queens Avenue. 7. The site plan is revised such that dead -end private drives are to be 22 feet wide (back of curb to back of curb), subject to approval of City staff. 8. All single family Tots shall be subject to the following minimum requirements: Min. Lot Setbacks Front Side Rear Bldg. Garage Comer Interior Interior CSAH 42 55ft. 25ft. 30ft. 25ft. 7ft. 30ft. 65ft. 9. Townhouses shall be subject to the following m inimum setback requirements unless otherwise approved by the City Council: R -O -W interior Between Private Perimeter Bidgs. Drives Proposed 25ft. 30ft. 30ft. 23ft. 10. Plans shall be submitted for establishment of appropriate landscaping and grass seed mixture for all outlots to be retained by a homeowners association, subject to approval by City staff. 11. Decorative fence structures shall be provided at the intersections of Outlots D, F and I with public streets subject to review and approval by City staff. 12. Approval of the preliminary plat is contingent upon the City enter ing into a contract for construction of improvements to extend trunk sanitary sewer and water utilities to the subject site. All utility plans are subject to review and approval by the City Engineer. 13. All easements are subject to review and approval by the City Engineer. 3 14. Park and trail dedication requirements shall be satisfied by dedication of O utlot G and payment of a proportional cash fee in lieu of land based on th e fee in effect at time of final plat approval, minus credits for any developer installed improvements. Outlot C shall also be dedicated to the City but shall not be considered for park dedication credit. The cash fee in lieu of land for each final plat shall be calculated as follows: cash fee x unmet land dedication (40.3 %) x du = payment 15. The development plans shall be revised to provide for an eight foot bitum inous trail along the west side of Quenroe Avenue from CSAH 37 to 72 Street. 16. All grading, drainage, utilities, easements, streets, street names and rights -of -way shall be subject to review and approval of the City Engineer. 17. A complete set of preliminary plat plans revised in accordance with the site plan dated 24 February 2006 and as modified herein shall be submitted and are subject to City staff review and approval. ADOPTED by the Otsego City Council this 13 day of March, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 i I 1 1,k I x , 1 fil /Ai [lit" 1 fAi.ki i i 1 i I 1 i I ! I < 4 ---. \ , i. 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' t -- : '''-'-' '' , --'''''-- ■-'. '-'''''' ''''' '' , : 10 1 F t■ '! .------., , ,„-- / ..ifil , .,...------- \ -,..,-------1.„..,----• -'' ' -11111--- ,„ .,".,„. 77 A„ ',,-- 4, ...,,,.., .- '',• \,,....----- ';,! :.. 'MI . 7,.\. .---- \ \- \ \ .„4„, ,,,..., i i ,_ ,„.. , , F9 \ x ,\ .k,,,,, , .4, \ \ \ \---'1' '',': illil \ .\-- ''s") /'.‹ \ \ \ \ :.;,„, , \ , '/ . ''..::'\ ' \ sf' . ` . \ \ \---0< 441.1 j - -, 1 14, /' / . ,, , - `1 , ,,./ i >•C•N Cr 5 •,.. I , • --.. ,i'' '. . •,,- i , Review No. 2 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. 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 Bruce Pankonin, The Rottlund Company, Inc. Brian J. Krystofiak, P.E., Pioneer Engineering Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Date: February 2, 2006 Proposed Development: Pinnacle Crossing Street Location A portion of the S 1 /2 of S26, T121, R23. 82.12 Acres of Property: southwest of CSAH 42, east of Hwy 101 and north of CSAH 37. Applicant: The Rottlund Company 3065 Centre Pointe Dr. Roseville, MN 55113 -1130 Developer: The Rottlund Company Owners of Record: The Rottlund Company Purpose: Pinnacle Crossing is a proposed 135 lot single - family and 170 multi - family residential development on 82± acres 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: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS PRELIMINARY PLAT STREETS TRAFFIC /ACCESS ISSUE WETLANDS SURFACE WATER MANAGEMENT SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM GRADING, DRAINAGE & EROSION CONTROL ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \\Ha01 \Shared Docs\ Municipal Wofsego22xx\2295\0t2295RVW2.doc Page 2 of 7 INFORMATION AVAILABLE Existing Conditions of Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Plat of Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Utility Plan for Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Grading, Drainage & Erosion Control Plan for Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Storm Sewer Design for Pinnacle Crossing, 12/7/05 revision, by Pioneer Engineering Inlet Spread Calculations for Pinnacle Crossing, 1/17/06 revision, by Pioneer Engineering Hydrology Report for Pinnacle Crossing, 1/16/06 revision, by Pioneer Engineering Phase 1 Environmental Site Assessment, 2/4/04 revision, by Braun Intertec Corp. Geotechnical Report for Pinnacle Crossing, 1/29/04 revision, by Braun Intertec Corp. Wetland Delineation Report for Pinnacle Crossing, 11/6/03 revision, by Pioneer Engineering City of Otsego Engineering Manual Trunk Stormwater Facilities Study for Portions of Lefebvre Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances, October 14, 2002 National Wetland Inventory Map, 1991 PAGE 1 \ \Ha01 \Shared Docs\ MunidpalWotsego2boc \2295\ot2295RVW2.doc EXISTING CONDITIONS 1. All utilities within 150' of the proposed plat appear to be identified and the adjacent land has been properly identified by current ownership and zoning. PRELIMINARY PLAT 1. Deviations from the City of Otsego required lot widths, side and front setbacks in both the single family and townhome areas are subject to the approval of the city. 2. It will be required that the association retains ownership of all outlots with the exception of Outlot G (park). The site plan depicts trail and storm sewer crossings of the Outlots. Drainage and utility easements will be required. The Final Plat shall depict all easements, including those over outlots and in the townhome areas. 3. The 75 Street R.O.W. shall be rounded with a 10' radius. STREETS 1. Streets shall be named in accordance with the Wright County Grid system. The Quigley Avenue NE west of Quenroe Avenue NE from 72 Street NE to 75 Street NE shall be named Queens Avenue NE. 2. The many of the private driveways in the townhome area are proposed to be only 24' wide. Driveways serving 4 or more units shall be a minimum of 28' wide. 3. The sidewalk along the east side of the Queens Avenue NE and west side or Quigley Avenue NE shall be moved to the opposite side of the street to minimize street crossings. 4. The number of parking stalls in the townhome area is insufficient. The city suggests that the additional parking stalls be supplied along the south side of 72 Street NE from the west plat line to Quenroe Avenue NE. 5. Cross gutters at street and private drive intersections are required where the grade over the bituminous pavement is Tess than 1.0 %. Provide intersection details or spot elevations at all appropriate intersections with the final construction plans. (Example Private Driveways N, D, F, G, R, Q, and P) TRAFFIC /ACCESS ISSUE 1. Access to the proposed plat is proposed via two connections to CSAH 42 and one connection to CSAH 37. Access locations are subject to county review. 2. Wright County may require right turn lanes and acceleration lanes along county roads. It will be the developer's responsibility to secure all additional R.O.W. required for any turn lanes or acceleration lanes. 3. We have reviewed the Collector Road Access Fee as it applies to this development. Placing the normal fee on it would be problematic as the plat is surrounded by County PAGE 2 \ \Ha01 \Shared Docs\ Municipal\ Aotsego22roc\2295\ot2295RVW2.doc Highways that go directly to trunk Highway 101. However the city is building or has plans to build several collector roads near Pinnacle Crossing that may have some benefit. The city has also been required to pay approximately 7.5% of the construction cost of the interchange upgrade. We recommend a report be completed to determine a proper Collector Road Access Fee specifically for Pinnacle Crossing. The plat may be considered premature based upon the results of the report. The report will be drafted with the objective of arriving at a mutually agreeable road access fee for Pinnacle Crossing. WETLANDS 1. All wetlands have been identified and the wetland delineation report has been received. No wetland impacts are proposed. 2. Private Driveway J and the adjacent retaining wall shall not extend into the 20' "no disturb zone" protective buffer of the adjacent wetland. SURFACE WATER MANAGEMENT 1. The hydrology report, storm sewer design calculations, and inlet spread calculations have been received. Comments will be included in the final plat review. 2. The infiltration basin along CSAH 42 will not be allowed. Earth berms (minimum 4' high) shall be provided within the drainage and utility easement for buffer yards for lots abutting CSAH 42. (20- 16 -7.D) 3. Proposed discharge of 11.24 cfs to the north will be reviewed for impact to the existing storm sewer system. The proposed design of the storm sewer outlet from Pond 100 carrying this discharge requires that the developer obtain a permanent easement from the adjacent landowner. The easement must be secured and documents must be provided prior to any consideration for final plat approval. 4. The developer has requested that this storm sewer be installed with the City of Otsego's Trunk Watermain and Sanitary Sewer project long the west side of CSAH 42. Due to the configuration of the existing downstream sanitary sewer of the mobile home park, removal of a portion of the existing sanitary sewer pipe will be required prior to the installation of the proposed storm sewer. The proposed storm sewer cannot be completed until the mobile home park is connected to an operational sanitary sewer system. Consequently the north pond (Pond 100) will have no outlet until such time as the City portion of watermain and sanitary sewer is complete and operational. The developer will be responsible for constructing the proposed storm sewer as well as the cost of removing the abandoned sanitary sewer line and associated structures. SANITARY SEWER COLLECTION SYSTEM 1. No comments. PAGE 3 \ \Ha01 \Shared Docs\ MunicipaMotsego2boc \2295\ot2295RVW2.doc WATER DISTRIBUTION SYSTEM 1. Hydrant coverage of Block 13, Lot 3 and Block 12, Lot 7 is insufficient. GRADING, DRAINAGE AND EROSION CONTROL 1. Provide a legend. 2. Label the contours. 3. Please provide rear building pad elevations for all lots (Ramblers). 4. Earth berms (minimum 4' high) shall be provided within the drainage and utility easement for buffer yards for lots abutting CSAH 42. (20- 16 -7.D). To accommodate for the infiltration basin in this area the developer's engineer has proposed to provide additional landscaping along CSAH 42 in lieu of the earth berms. The infiltration basin will not be allowed. We have reviewed the topography along CSAH 42 and have determined that conditions do permit the required 4' high earth berms. 5. Maintenance accesses providing access to all backyard pond areas and structures shall be labeled on the Final Construction and Grading Plans. 6. 1.5' of freeboard is required from the 100 -year elevation or overflow elevation of all ponding areas to the lowest openings. It appears that some Tots may not meet this requirement. (Example Bik 11, Lot 1, Blk 10, Lot 4, Bik 8, Lots 4 &10 -13, Blk 4, Lot 8, and Blk 7, Lot 1. 7. There is grading onto the adjacent property to the west shown on sheet 14. Grading on adjacent property will require permission from the property owner and documentation shall be provided. 8. The rear yard of Block 2, Lot 9 does not maintain the minimum slope of 2% along the lot line. 9. The final grading plans shall have all lot corner elevations labeled. 10. Private Driveway U appears to require a cross slope to get the water to flow the single catch basin at the south end of the driveway. 11. The grade near the NE comer of Block 7, Lot 5 and the SE corner of Block 9, Lot 3 exceed the maximum slope of 4:1. ENVIRONMENTAL 1. No comments. PAGE 4 \ \Ha01 \Shared Docs\ MunicipaMotsego22xod2295 \ot2295RVw2.doc OTHER CONSIDERATIONS 1. The proposed design of the storm sewer outlet from Pond 100 will be subject to the developer obtaining the corresponding easements. The easement must be secured and documents must be provided prior to any consideration for final plat approval. 2. Mailboxes will be required to be located in clusters. The side of the street that the clusters are located on shall be determined by the local mail carrier /USPS. The developer's engineer has acknowledged this comment. 3. Fencing or landscaping is required across the underground gas easements where they intersect public streets to discourage snowmobile use along these easements. The developer is willing to install either fencing or landscaping in these areas with the approval of the gas company. SUMMARY AND /OR RECOMMENDATION We recommend approval contingent on the above comments being addressed. PAGE 5 \Ha01 \Shared Docs\ MunicipaMotsego22roc \2295\ot2295RVw2.doc ITEM 7 -2 NAC ; NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 plannersabnacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 March 2006 RE: Otsego — Great River Centre NAC FILE: 176.02 -05.30 The Planning Commission held a public hearing on 6 March 2006 to consider the applications for PUD District zoning, development stage plans/preliminary plat and Phase 1 site and building plans for the Great River Centre. Representatives of Terra Development, Ryan Companies and Target Corporation were in attendance to present the proposed project. Two comments received from the public during the hearing concerned traffic on CSAH 42 and planned improvements to TH 101. City staff indicated that the improvements being undertaken to CSAH 42 by the City in conjunction with the GRC will accommodate area traffic. City staff also said that the improvements to TH 101 are on schedule to approve bids on 28 April 2006. Planning Commission members also raised two traffic related issues. The first concerns the layout of streets within the development and the efficiency of circulation throughout the commercial area between TH 101, CSAH 39 and CSAH 42. The City Engineer will review the design of the 85 Street/Quaday Avenue /87 Street loop to ensure adequate traffic lanes are being provided. The second issue was the planned closure of 88 Street to right - in/right -out only with improvement of CSAH 42. City staff stated that closure of 88 Street to right -in /right -out is dictated by Wright County and the NEWC Transportation Plan. There were no other issues or significant discussion. The Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the applications as set forth below: • Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Ordinance amendment establishing a PUD District for land to be included within the Great River Centre Preliminary Plat based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Decision 2 — PUD Development Stage Plan /Preliminary Plat/Phase 1 A. Motion to approve a PUD Development Stage Plan, Preliminary Plat and Phase 1 Site and Building Plans for Great River Centre, subject to the following conditions: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service which is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are to be paid at the time of building permit approval based upon the definition of each tenant space. 2. The approvals granted by the City Council on 26 September 2005 are declared null and void and superseded by this action. 3. Final plat approval is contingent upon execution of a development contract and authorization by the City Council to proceed with construction of improvements required to CSAH 42. 4. The uses allowed within the PUD District will be the same as provided for by the B -3 District. 5. The Great River Centre of Otsego PUD Development Stage Booklet (as modified) is incorporated herein as regulating development within the PUD District. 6. Future phases of development the within the PUD District shall be processed in accordance with Section 9 of the Zoning Ordinance (site and building plan review) and Section 21 -3-3 of the Subdivision Ordinance (final plat) as applicable. 7. Setbacks applicable to the PUD District shall be as follows: a. All structures shall be setback at least 30 feet from the right -of -way of CSAH 42. b. Except as required above, all structures shall be setback at least 10 feet from public rights -of -way. 2 c. All off - street parking and drive aisles shall be setback at least 10 feet from public rights -of -way. d. All signs shall be setback 10 feet from any property line. 8. The GRC PUD Booklet is revised to specify a maximum principal building height of thirty -five feet for Lots 2 and 3, Block 1. 9. The GRC PUD Booklet is revised to allow wall signs for Lots 2 and 3, Block 1 as shown on the submitted elevations and signage plan. 10. Cross access and parking easements shall be established over all lots within Block 1. 11. Right -of -way dedication and street section designs for CSAH 42 shall be subject to review and approval by the City Engineer and Wright County. All other streets are subject to review and approval of the City Engineer. 12. The westerly access to Block 1 from 87 Street shall be subject to approval by the City Engineer. 13. An estimate for the cost of materials and installation of the landscape plan must be submitted with a final plat application for inclusion as a security amount within the development contract. 14. All grading and stormwater management plans shall be subject to review and approval by the City Engineer. 15. All utility plans shall be subject to review and approval by the City Engineer. 16. All easements are subject to review and approval by the City Engineer. 17. Park and trail dedication requirements shall be determined at the time of final plat approval. 18. The phase 1 Lighting Plan is revised to conform to Section 20- 16- 10.C.1 of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. c. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur Tom Brown Molly Carson 3 CITY OF 03 -07-06 OTSEGO FINDINGS & DECISION ZONING MAP AMENDMENT, PUD DEVELOMENT STAGE PLAN & WRIGHT COUNTY, MINNESOTA PRELIMINARY PLAT APPLICANT: Terra Development, Inc. APPLICATION: Request for approval of the Great River Centre. CITY COUNCIL MEETING: 13 March 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sanitary Sewer Service District. C. The subject site is zoned A -1, Agriculture Rural Service District and PUD, Planned Unit Development District. The developer is requesting a Zoning Map amendment to establish a PUD, Planned Unit Development District, PUD Development Stage Plan /Preliminary Plat for development of 11 Tots and 4 outlots and site and building plans for Phase 1 consisting of 212,190 square feet of commercial floor area. 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan identifies the area surrounding the intersection of CSAH 39 and Parish Avenue as the City's primary commercial center. The proposed development is consistent with the objectives for establishment of a wide range of commercial uses to service local and regional patrons and the 173,890 square foot general merchandise /grocery user will be an anchor for the overall commercial area. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the existing/planned uses shown in the table below. The proposed development presents no compatibility issues with these uses. Direction Land Use Plan Zoning Map Existing Use North Commercial B-3 District Bank Institutional INS District Church East NA NA TH 101 South Commercial A-1 District Agriculture West Commercial A -1 District Farmstead Single Family Undeveloped 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development will conform to the requirements of the Zoning 1 Ordinance, Subdivision Ordinance and specific PUD Development Stage Plan approvals. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is an expansion of commercial business opportunities within the City utilizing available City infrastructure and expanding the City's tax base for a positive overall effect. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the Property Finding: The proposed use will generate additional traffic that has been studied as part of an AUAR for this area of the City. Improvements to major roadways within the area will be constructed with Phase 1 to accommodate increasing levels of traffic. 7. The proposed use's impact upon existing public services and facilities induding parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is utilizes in place City infrastructure intended to allow for this type and intensity of development. No negative impacts to City infrastructure or services are anticipated. E. The planning report dated 2 March 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The two engineering reviews dated 1 March 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., are incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 6 March 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested applications are hereby APPROVED, subject to the following conditions: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service which is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are to be paid at the time of building permit approval based upon the definition of each tenant space. 2. The approvals granted by the City Council on 26 September 2005 are declared null and void and superseded by this action. 3. Final plat approval is contingent upon execution of a development contract and authorization by the City Council to proceed with construction of improvements required to CSAH 42. 2 4. The uses allowed within the PUD District will be the same as provided for by the B -3 District. 5. The Great River Centre of Otsego PUD Development Stage Booklet (as modified) is incorporated herein as regulating development within the PUD District. 6. Future phases of development the within the PUD District shall be processed in accordance with Section 9 of the Zoning Ordinance (site and building plan review) and Section 21 -3 -3 of the Subdivision Ordinance (final plat) as applicable. 7. Setbacks applicable to the PUD District shall be as follows: a. All structures shall be setback at least 30 feet from the right -of -way of CSAH 42. b. Except as required above, all structures shall be setback at least 10 feet from public rights -of -way. c. All off -street parking and drive aisles shall be setback at least 10 feet from public rights -of -way. d. All signs shall be setback 10 feet from any property line. 8. The GRC PUD Booklet is revised to specify a maximum principal building height of thirty -five feet for Lots 2 and 3, Block 1. 9. The GRC PUD Booklet is revised to allow wall signs for Lots 2 and 3, Block 1 as shown on the submitted elevations and signage plan. 10. Cross access and parking easements shall be established over all lots within Block 1. 11. Right -of -way dedication and street section designs for CSAH 42 shall be subject to review and approval by the City Engineer and Wright County. All other streets are subject to review and approval of the City Engineer. 12. The westerly access to Block 1 from 87 Street shall be subject to approval by the City Engineer. 13. An estimate for the cost of materials and installation of the landscape plan must be submitted with a final plat application for inclusion as a security amount within the development contract. 14. All grading and stormwater management plans shall be subject to review and approval by the City Engineer. 15. All utility plans shall be subject to review and approval by the City Engineer. 16. All easements are subject to review and approval by the City Engineer. 3 17. Park and trait dedication requirements shall be determined at the time of final plat approval. 18. The phase 1 Lighting Plan is revised to conform to Section 20- 16- 10.C.1 of the Zoning Ordinance. ADOPTED by the Otsego City Council this 13 day of March, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest Judy Hudson, Zoning Administrator /City Clerk 4 ORDINANCE NO.: 2006 -06 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE GREAT RIVER CENTRE. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The property is hereby rezoned from A -1, Agriculture Rural Service District and PUD, Planned Unit Development District designation to a PUD Planned Unit Development District designation based on the information submitted and development stage plan approved 13 March 2006. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 13 day of March, 2006. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk • ATTACH LEGAL DESCRIPTION HERE EXHIBIT A Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision A A so�� n� for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Tom Brown, Terra Development, Inc. Chris Carda, P.E. RLK Incorporated Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Benjamin S. Nelson, E.I.T. Brent M. Larson Date: March 1, 2006 Proposed Development: Great River Centre of Otsego Street Location The E 1/2 of the NE 1 /4 of Section 22, T121, R23 of Property: and a portion of the W 1/2 of the NW '/ of Section 23, T121, R23. 93± acres, southeast of C.S.A.H. 42 & C.S.A.H. 39. Applicant: Tom Brown Developer: Terra Development, Inc. 21025 Commerce Blvd. Suite #900 Rogers, MN 55374 763 - 463 -0289 Owners of Record: Appello Group, LLC Purpose: Great River Centre of Otsego is a proposed retail commercial and office development on 93± acres in the City of Otsego, Wright County, Minnesota. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Natural Resources, Minnesota Pollution Control Agency, Minnesota Health Department Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) C: \Documents and Settings \Tami \Local Settings \Temporary Internet Fiies\ Content. IE5 \854MAZGM \ot2296- GRCRVW1.doc TABLE OF CONTENTS INFORMATION AVAILABLE SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY EXISTING CONDITIONS TRAFFIC /ACCESS ISSUE PRELIMINARY PLAT PRELIMINARY GRADING PLAN WETLANDS PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM WATER SYSTEM STORM SEWER SYSTEM SURFACE WATER MANAGEMENT STREETS ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IE5\854MAZGM\ot2298- GRCRVW1.doc INFORMATION AVAILABLE Preliminary Plat of Great River Centre of Otsego, 2/14/06, by RLK Incorporated Existing Condition Plan for Great River Centre of Otsego, 10/29/04, by Miller Dunwiddie Architecture, Inc. Preliminary Site Grading Plan for Great River Centre of Otsego, 2/14/06, by RLK Incorporated Preliminary Utility Plan for Great River Centre of Otsego, 2/14/06, by RLK Incorporated Preliminary Stormwater Management Plan for Great River Centre of Otsego, February 2006 City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Lefebvre Creek Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 C: \Documents and Settings \Tami\Local Settings\Temporary Internet Files\ Content. lE5 \854MAZGM \ot2296- GRCRVw1.doc SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 1. No comments. EXISTING CONDITIONS (ALTA/ACSM SURVEY) 1. There is a 24" culvert approximately 450' south of 88 Street that shall be located. This pipe carries runoff from the west side of C.S.A.H 42 to the east side, through Great River Centre. 2. There is an abandoned well located between the Silos near the farms house about 670' south of 88 Street. 3. There are two driveway accesses to Twin Cities Beekeeping on the south side of 85 Street that are not depicted. 4. Additional inverts shall be provided for the existing storm sewer manholes. (Le. existing structures are missing invert information). Please see the attached construction plans depicting these utilities. 5. Verification of the existing storm sewer along the south side of 85 Street NE is required. The information provided does not agree with the construction plans for 85 Street NE and depicts an incorrect direction of flow. The storm manhole south of 85 Street NE and east of C.S.A.H. 42 shall be located prior to construction. 6. Existing zoning for land abutting the subdivision shall be shown. (21- 6- 2.B.2.) 7. Adjoining subdivided and unsubdivided land shall be identified by name and ownership. (21- 6- 2.B.6.) TRAFFIC /ACCESS ISSUE 1. Access to the plat is being provided at three points off of C.S.A.H. 42. A future access point to the south will be provided with the extension of Quaday Avenue NE. 2. 85 Street NE and 87 Street NE provide full intersections to C.S.A.H. 42. The existing 88 Street NE is shown to changed to a right in, right out only intersection. The City is concurrently designing the C.S.A.H. 42 roadway improvement. The county has reviewed spacings and access and has agreed with the proposal. 3. Access must be maintained to the businesses south of 85 Street NE, east of the intersection with C.S.A.H. 42, and north of 88 Street NE. PRELIMINARY PLAT 1. A 10' minimum drainage and utility easement is required along all lot lines. The full (10') width is required when no easement exists on the adjoining parcel. (21- 7- 15.A.) C: \Documents and Settings \Tami \Local Settings\Temporary Internet Files\ Content. IE5 \854MAZGM\ot2296- GRCRVW1.doc 2. 65' of R.O.W. is being provided along C.S.A.H. 42. Concurrence from Wright County has been obtained provided that the small utilities are located within the adjacent 10' drainage and utility easement. 3. The R.O.W. shall be rounded with a 10' radius at all intersections for ease of small utility installation. 4. Identify the edges of all delineated wetlands. 5. Additional drainage and utility easements are required to cover the hydrants and storm sewer. 6. The ponds in Outlots E, G, I, and M shall be covered by drainage and utility easements. 7. Depict the existing R.O.W. along the south plat line on the adjacent property. This R.O.W. will be required for the extension of 85 Street NE. PRELIMINARY REMOVALS PLAN 1. No comments. PRELIMINARY SITE PLAN 1. The street intersections shall be rounded by a radius of no less than 20 feet. Radii to arterial and collector streets shall be no less than 30 feet and 50 feet for all streets to C.S.A.H. 42. 2. Access to the Outlots and their parking Tots is currently not being depicted. Entrances shall be constructed from city streets prior to the wear course being placed. 3. Access to the existing business south of 85 Street NE shall be provide. PRELIMINARY GRADING PLAN 1. The NWL, 2 -Year, 10 -Year, and 100 -Year HWL shall be shown for all sedimentation basins. 2. Provide centerline elevations or street grades for all streets. 3. All basins shall be in accordance with the City of Otsego standard detail #404. Basins shall have a 10:1 bench at the NWL, a minimum depth of 4', and a maximum depth of 10'. The maximum length to width ratio is 3:1. C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IE5\854MAZGM \ot2296- GRCRVW1.doc WETLANDS 1. Depict all delineated wetland boundaries. The development to the south of 85 Street has a delineated wetland depicted in the northwest corner of Outlot L. It appears that this wetland is proposed to be filled. Mitigation of 2:1 must be provided. PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM 1. Please verify the sanitary sewer services for Block 1, Lot 3. There are two water services and only one sanitary sewer service for the lot. 2. All sanitary sewer services must be down stream of the water service. Please revise service locations. WATER DISTRIBUTION SYSTEM 1. Hydrant coverage is insufficient. Maximum hydrant spacing shall be 300' for commercial, industrial, or high- density residential areas. 2. All proposed butterfly and gate valves shall be shown. STORM SEWER SYSTEM 1. The NWL, 2 -Year, 10 -Year, and 100 -Year HWL shall be shown for all sedimentation basin. 2. Verify the invert elevations for CBMH -220, the outlet invert is higher than the inlet invert elevations. 3. FES -600 is located too close to the pond's outlet. Relocation of the inlet or outlet pipe will be required to prevent short- circuiting of the pond. 4. The existing storm sewer along the south side of 85 Street NE, west of Parson Avenue NE, has the flow arrows going in the opposite direction of the pipe grade. 5. The minimum storm sewer pipe size shall be 15" diameter. 12" diameter pipe will be allowed for catch basin lead and on skimmer structure inlet pipe if necessary. Please revise the storm sewer from CBMH -1010 to the existing structure and from CBMH- 1100 to the existing structure. 6. A detail will be required for the storm manhole proposed over the existing pipe, from CBMH -1010. 7. A drainage and utility easement will be required over all the treatment ponds drainage swales. C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IE5 \854MAZGM\ot2296- GRCRVW1.doc SURFACE WATER MANAGEMENT 1. Model a 10 -year storm event. 2. The existing drainage areas for this site are generally correct. However approximately 26.3 acres to the west of C.S.A.H 42 flows through the site and must be accounted for in the existing and proposed hydrology models. A 24" culvert under C.S.A.H. 42, 450' south of 88 Street carries this flow from the west side to the east side of C.S.A.H 42. 3. The existing hydrology model is routed incorrectly. For the western portion of the site Area 1 flows to Pond Z through 18" storm sewer pipe, and Pond X flows to Pond Z through a 42" pipe. The eastern portion of the site flows to the ditch along Hwy 101 and then to the south along the ditch to culverts that would carry the majority of the flow under Hwy 101 to the east side of the highway. Therefore, Area 4 flows to the east side of Hwy 101 through 2 -24" culverts, Area 5 flows to the east side of Hwy 101 through 3 -24" culverts, and Area 7 likely flows to the east side of Hwy 101 through another culvert south of the projects site. 4. A ditch is proposed to connect to the South pond to Lefebvre Creek. The NWL of Lefebvre Creek is 851.9. A ditch with a minimum grade from this NWL will raise the NWL of all the ponds on site significantly. Please review and revise. 5. The NWL shall be the same as the outlet elevation(s) for all ponds. 6. The hydrology report attempts to model "equalizer" pipes between the West, East, and Central ponds. With the understanding that HydroCAD does not model tailwater well, we believe that more accurate results may be obtained if a single large pond with the area equal to the sum of the areas for each of the smaller ponds is used. 7. The storm sewer appears to have sufficient capacity for a 10 -year storm event and the quantity and placement of the catch basins also appears to provide adequate drainage for the site. A drainage map depicting the areas flowing to each catch basin and inlet spread calculations will be required with the final plat submittal. Also, please note that the minimum velocity through storm sewer pipe is 3.0 fps. STREETS 1. The parking spaces along Pinnacle Avenue NE, Parson Avenue NE, and 86 Street NE shall be a minimum width & depth of 9' and curb length of 23'. 2. The street intersections shall be rounded by a radius of no Tess than 20 feet. Radii to . arterial and collector streets shall be no less than 30 feet and 50 feet for all streets to C.S.A.H. 42. DETAILS 1. Must include a detail for the standard water service. C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IES \854MAZGM\ot2296- GRCRVW1.doc 2. Must include a detail for the typical butterfly valve & box installation 12" & over, City of Otsego Standard Plate #206. 3. Must include a detail for the standard sanitary sewer service. 4. Must include a detail for the standard skimmer structure, City of Otsego Standard Plate #402. 5. Must include a detail for the typical treatment basin, City of Otsego Standard Plate #404. 6. Must include a detail for the Riprap at R.C.P. Outlet, City of Otsego Standard Plate #500. 7. Must include a detail for the bale drop inlet sediment filter, City of Otsego Standard Plate #504. 8. A typical section for concrete sidewalk and bituminous path sections are required. 9. A typical section for the streets is required. The street sections shall be based on the Geotechnical's recommendation. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21 -6- 2.8.10) OTHER CONSIDERATIONS 1. A geotechnical report prepared by a qualified soils engineer shall be submitted. (21- 6- 2.B.11) Geotechnical report shall include a recommendation for the street section. SUMMARY AND /OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IE5 \854MAZGM \ot2298- GRCRVW1.doc Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. 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 Tom Brown, Terra Development, Inc. Chris Carda, P.E. RLK Kuusisto LTD Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Benjamin S. Nelson, E.I.T. Brent M. Larson Date: March 1, 2006 Proposed Development: Ryan Phase I of Great River Centre of Otsego Street Location A portion of the E 1/2 of the NE '/ of Section 22, T121, R23. of Property: 19.61± acres, southwest of C.S.A.H. 42 and 88 Street N.E. Applicant: Tom Brown Developer: Terra Development, Inc. 21025 Commerce Blvd. Suite #900 Rogers, MN 55374 763- 463 -0289 Owners of Record: Appello Group, LLC Purpose: Ryan Phase I of Great River Centre of Otsego is a proposed retail commercial and office development on 19.61± acres in the City of Otsego, Wright County, Minnesota. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Natural Resources, Minnesota Pollution Control Agency, Minnesota Health Department Permits Required: NPDES (but not limited to) C: \Documents and Settings \Tami \Local Settings\Temporary Internet Files\ Content.IE5 \854MAZGM\ot2296 - phasel- RVW1.doc TABLE OF CONTENTS INFORMATION AVAILABLE SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY PRELIMINARY PLAT EXISTING CONDITIONS MASTER PLAN PRELIMINARY SITE PLAN PRELIMINARY GRADING PLAN WETLANDS PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM WATER SYSTEM STORM SEWER SYSTEM SURFACE WATER MANAGEMENT STREETS DETAILS ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION C:\Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content. IES\ 854MAZGM\ot2296 - phasel- RVW1.doc INFORMATION AVAILABLE Preliminary Plat of Great River Centre of Otsego, 2/14/06, by RLK Incorporated Existing Condition Plan for Great River Centre of Otsego, 10/29/04, by Miller Dunwiddie Architecture, Inc. Preliminary Site Grading Plan for Great River Centre of Otsego, 2/14/06, by RLK Incorporated Preliminary Utility Plan for Great River Centre of Otsego, 2/14/06, by RLK Incorporated Preliminary Stormwater Management Plan for Great River Centre of Otsego, February 2006 Preliminary Site Grading Plan for Ryan Phase 1 of Great River Centre of Otsego, 2/14/06, by RLK Incorporated Preliminary Utility Plan for Ryan Phase 1 of Great River Centre of Otsego, 2/14/06, by RLK Incorporated City of Otsego Engineering Manual, 5/12/03 Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 C: \Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. IE5\ 854MAZGM\ot2296 - phasel- RVW1.doc SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 1. No comments. PRELIMINARY PLAT 1. Submit a preliminary plat of the site depicting drainage and utility easements, for review. EXISTING CONDITIONS 1. Existing zoning for land abutting the subdivision shall be shown. (21- 6- 2.B.2.) 2. Adjoining subdivided and unsubdivided land shall be identified by name and ownership. (21- 6- 2.B.6.) MASTER PLAN 1. The NWL, 2 -Year, 10 -Year, and 100 -Year HWL shall be shown for all sedimentation basins. PRELIMINARY SITE PLAN 1. Include information for the radii and dimensions for entrances. PRELIMINARY GRADING PLAN 1. No comments. WETLANDS 1. No comments. PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM 1. The sanitary sewer serving the general merchandise store along the north side shall be relocated with in the paved area. There is a concem about confliction between the sewer and future small utilities to be located in the boulevard. 2. Please verify the slope of the sanitary sewer service from MH -3 to existing stub, there is currently no grade being provided. WATER DISTRIBUTION SYSTEM 1. Hydrant coverage is insufficient. Maximum hydrant spacing shall be 300' for commercial, industrial, or high- density residential areas. C: \Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. IE5\ 854MAZGM\ot2296 - phasel- RVW1.doc 2. Two additional gate valves shall be installed at the 8 "x8" tee on the south side of the general merchandise building. • 3. All looped watermain will require utility easements. 4. Additional utility easements are needed to cover the fire hydrants. STORM SEWER SYSTEM 1. The invert elevation of the stub south of CBMH -150 does not agree with the invert elevation shown on the overall preliminary storm sewer plan. Please verify. SURFACE WATER MANAGEMENT 1. See comments for Great River Centre preliminary plat review #1, dated 3/1/06. STREETS 1. No comments. DETAILS 1. No comment. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21 -6- 2.B.10) OTHER CONSIDERATIONS 1. A geotechnical report prepared by a qualified soils engineer shall be submitted. (21- 6- 2.B.11) Geotechnical report shall include a recommendation of the street section. SUMMARY AND /OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. C: \Documents and Settings \Tami\Local Settings\Temporary Internet Files\ Content.IE5 \854MAZGM \ot2296 - phasel- RVW1.doc ITEM 8-7 jil Hakanson 30 Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC., Inc. Phone: 763/427 -5860 Fax: 763/427 -0 MEMORANDUM TO: Mr. Ronald J. Wagner, P.E.; Otsego City Engineer From: Mr. Jim Johnson, P.E.; Traffic Engineer S:).-- Date: January 16, 2006 Re: I -94 Freeway Study Report Review City of Otsego HAA Project No. OT918 Per yo ur request as authorized by the Otsego City Council, I have reviewed the "I -94 Freeway Study Report — TH 241 to County Road 19 — Albertville, Minnesota" as prepared by SEH, Inc. and dated September 26, 2005. I would offer the following comments for your and the City's consideration: 1. In general, the study is specifically intended to provide full- access at the 1 -94 — County Road #19 interchange for the purpose of relieving existing and anticipated traffic congestion along County Road #37 through the downtown area of Albertville — much of it destined to and from the Albertville Outlet Mall. As a result, the study focuses almost entirely on the capacity and operations along I -94 and at the ramp terminals along it for the various interchange location options being evaluated. Other than at the intersection of County Road #19 and the Outlet Mall, the traffic operations along the area arterial- collector street system are not evaluated. As a result, we do not learn the impact of each interchange alternative on the traffic volumes and level -of- service along such roadways as County Road #19 and Maclver Avenue between I -94 and 70 Street. In other words, how easy and convenient is it for Otsego area residents, living generally north of Albertville, to get to and from I -94; 2. Turning movement counts were conducted at the intersection of Co. Rd. #19 and the Outlet Mall on April 14, 2004 (a Wednesday) and the AM and PM Peak Hour counts are graphically shown on Page 1 of Appendix C. It should be noted that the volumes on the east intersection leg are very low which probably reflect little or no development to the east of Co. Rd. #19 at that time. The projected Year 2030 baseline turning movement counts for the AM and PM Peak Hours at that same intersection are graphically shown on Page 1 of ot918rwmemo Page 1 of 2 Appendix D and appear to be highly questionable. The approach volumes on the south leg are identical to the existing volumes found in Appendix C. The volumes on the east leg do not appear to adequately reflect existing (Year 2005 -06) development to the east and/or future growth. And the project volumes on the north and west intersection approaches seem low based on anticipated area growth and development. I would suggest that the Year 2030 AM and PM Peak Hour turning movement counts at the Co. Rd. #19 — Outlet Mall entrance intersection need to be reviewed and revised. After doing so, the traffic operations at that intersection need to be reevaluated for each I -94 access alternative; and 3. Table 11 on Page 24 provides the 2030 baseline eastbound I -94 operations and LOS (Level -of- Service) while Table 12 on Page 25 provides the same information for westbound I -94 traffic in 2030. Intuitively, it does not seem reasonable that the speed, density and LOS for westbound traffic (Table 12 on Page 25) is worse than for eastbound I -94 traffic (Table 11 on Page 24) during the AM Peak Hour. Or that the traffic operations for westbound I -94 are worse during the AM Peak Hour than during the PM as shown on Table 12 on Page 25. I do h, ve a number of minor editing and labeling items to share with SEH at an approp ate time and place in the future. If you lave further questions, need additional information or wish to discuss these items in greai-r detail, please contact me. Hakanson ot918 emo Page 2 of 2 1 Anderson Assoc., Inc. a r_ N a 9L' 0 (7) \\ f 4 (33) 1 OUTLET Al T 1 0-0 (55) MALI v .// ,� � � 0,4 �) s 1(41) T� 14(33) 8 B (253) N N / / f" 162 (124) 71 r''' OUTLET • / CR 37 ' MALL 1 22 (37) .11 � r @ 'O, .410- N p c 3j . 12� 2 T ., 'ggr ` 752 (1528) 1981(137 ' 36 (70) !a o .� (.i CR 37 '� a 'IN Al 1 .2099 I -94 WB z j u 2 g w ~ 83g s 0 . .(t. I1 \ 4 ∎ \ti i N J 1 - E9 (22401 1 44 (80) 4 O 145 (180) s q l U n ?471 ftg5gl . �" 254 (807) / n of co • N o R 43 (192) CR 37 l 21 (9) ; j +.59 (262) C R 36 _ ) )!"85 (155) Q / CR 37 104 (230) .. N IX ? 46 0 co 51 243 (9 92) .40 L 521 (290) ' 4 O LU (86) ' / 55 (68) "1 S N a d S Q Q �, a U ;\ tt. - -- 1---..,.'‘ ( ) ,_ i LEGEND TH 241 ' O? XXX (XXX) - AM (PM) PEAK HOUR VOLUMES — s 4.1 - _�� - SIGNALIZEDINTERSECTION 3�17S/� ��1) - UNSIGNALIZED INTERSECTION E 'ST It. �c'.< VIi■LI! "E 5 /G r1f.0.�( " ,1// i. c r, �_ ✓`ii;7 � r'/'� S / / / --i C /4i��% y 1 G IG , o 1.. 060 � ('Z' ( (60) \ OUTLET Mr" ) 7--- u.(�gn)_ lti' ~ °2 20 380.+ o _ . / >` 130 (120) � rO � 9 0 OUTLET -� ( ) � . 1 ,,, ., � , ♦ 870 (450) l / to m /r',I i • CR37 0 r °? 0) y MALL ////q/c1/ 150 (140). 1 fr 3 70 (560)♦ 0 cR `3, 880 (630 i V § ci N rs 33 50 (361) 3550 (4050) » ` 280 (260) w �� , • C R 37 ([407r. f J 4 I .-: s 0 ' . °� �� " a � i ! \ j 1 -94 WB g 111 f N W 0 y ' I c 2 g ,, o .,o� .. rya ` '� � I � 4. g 1 -94 EB w `389p (472°) a �p'� 50 (180) �f $ 0 250 (490) V sg V \ j c 4g1 ( 4— o) . / O \ N , ♦ 540 (1030) (4 2 • i `� l ♦ 150 (480) \ ( CR 37 X 4r• 710 (270) / Q CR 37 1 r 170 (300) 350560 .4. • W Z �\ 1 CR 36 (1) 3 (180) 1 t i1 980 (62) CO W (%) ``\ (230) / \ 350 (180).40 m . 140(140)'71 g CI. Q ' -;C `mo (82 XXX (XXX) - AM (PM) PEAK D HOUR VOLUMES TH 241 • . oo . «; , ? - SIGNALIZED INTERSECTION � O - UNSIGNALIZED INTERSECTION � rs�� 9 • FI c -1 11_ EVIL L ---- FOFE•-- - ITEM 8 - 2 RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS W EREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has • epared plans and specifications for the 2006 Street Maintenance Project. And has • resented such plans and specifications to the council for approval; N • W THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MI NNES 1 TA: 1. Such plans and specifications, dated March 8 2006, a copy of which is attached ereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in th = Construction Bulletin, an advertisement for bids upon the making of such improve - nt under such approved plans and specifications. The advertisement shall specify th - work to be done, shall state that bids will be opened at 2:00 p.m. on April 6 2006, in t e council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesot., , 55330. No bids will be considered unless sealed and filed with the clerk and accompa ied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk • r 5.0 per cent of the amount of such bid. Motioned By: Seconded By: Larry Foumier, Mayor Ju y Hudson, Clerk \ \Ha01 \Share• Docs \Municipal\AOTSEGO \369\2006 Specs\ot369resPlansOrdAds.doc 1;1 winimpompolimot IIIIllflIOhIIIIIUhIflhIIUflIflhIIIIHIIHhII ;� IIIIIIHhIIIIIIIIIIIIIIH HHhII IIIII H IIIIIIIIII�E 1/1/ MEMONSEMOMMONNEMEMENDI INIMMINNIMMINIMMINIMUNg lil u H }p l m p 5 r i - i M L• ' - o e _ Z OO Z I g 1 1111 E1. .1 Ei,„ 110 N r I5 ili ii i cgs 0; s B I a ' 1121 i �y 111 'L r iy 1 - ii b f j . Mil M r m � Q I :_ -t'1$ CITY OF OTSEGO COST ESTIMATE FOR 2006 EPDXY STRIPING JANUARY 2006 LENGTH QUANTITY OF STRIPING STREET NAME LOCATION SUBDIVIBCN NAME (tt) (UNIT PRICE) COST Bbotr Pattern 4' Double 4" Solld 8" SoId Yellow 12" Crosswa8l Cressvmtk 24" Stop Bar Pavement Pavement Yellow (ft) White (ft) Crosshatching (ft) WNW (ft) Whtb (w) Whits (ft) Arrow (ea) Message (ea) 90.95 50.20 80.25 84.50 82.100.00 54.50 8125.00 8175.00 78th St NE Quadav Ave to Pecs Ave - 3.854 9.854 7.708 180 25 83.813.. . 83r • N Marlowe Ave NE to Mason - • u • •' -. I - 2 1•.• 11111 I 111, PRIM MVP . • W - O. e v N_ ii rz - 1" NMI IM Od -a Ave t �. ... • •.u• 7 - MI �! ,•. Od. n A -N [ I _ . . _ - Ode =n Av N . .:. ❑ 7 i - IIIM •,:: •., Odean Av - W I EMI W NM 1 • 4 rat MM. r II - tF •1,tttttttttEF a - WM !Meat. • :_ - , WM Total: 823 MILES QHaO14Sti ^^ Does MunldpaMOTSEGOAROADWAY MOMT PLAN120081RMP200613 3/ 10;25 AM CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS FOR FOR 2006 STREET MAINTENANCE PROJECT CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA March 2006 Prepared by: HAKANSON ANDERSON ASSOCIATES, INC. 3601 Thurston Avenue Anoka, Minnesota 55303 Telephone: (763) 427 -5860 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Type or Printed Name: Ronald J. Wagner, P.E. Date: Lic. No.: 26052 TABLE OF CONTENTS Contract Documents and Technical Specifications for 2006 Street Maintenance Project within the City of Otsego, Wright County, Minnesota. Related Documents: Title Page and Certification Table of Contents DIVISION 0 - BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00100 Advertisement for Bids Page 1 to 1 00200 Information for Bidders Page 1 to 3 00300 Bid Proposal Form Page 1 to 3 00430 Tab of Subcontractors Page 1 to 1 00450 Tabulation of Supplier or Materials Page 1 to 1 00480 Affidavit of Non - Collusion Page 1 to 1 00510 Notice of Award Form Page 1 to 1 00520 Contract Agreement Form Page 1 to 3 00540 Notice to Proceed Page 1 to 1 00600 Performance Bond Page 1 to 1 00610 Performances and Payment Bond Form Page 1 to 2 00700 General Conditions Articles 1 through 45 Page 1 to 32 \ \Ha01 \Shared Docs\Municipai\AOTSEGO \369 \2006 Specs \ot369specSEAL.doc TC -1 DIVISION 1 - GENERAL REQUIREMENTS Standard Specifications Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, as amended. Special Provisions to Contract Articles 1 -15, Special Provisions to Contract. DIVISION 2 - SITE WORK Street Construction Specifications 2000 General 2005 Scope of Work 2231 Base Reconditioning 2350 Plant Mix Asphalt Pavement 2356 Bituminous Seal Coat 2360 Plant Mixed Asphalt Pavement 2563 Traffic Control Appendix Location Map \ \Ha01 \Shared Docs \Municipal\AOTSEGO \369 \2006 Specs \ot369specSEAL.doc TC -2 DIVISION 0 ADVERTISEMENT FOR BIDS TO WHOM IT MAY CONCERN: Separate sealed Bids for the construction of 2006 Street Maintenance Project will be received by the City of Otsego, Wright County, Minnesota, at the office of the City Administrator, Otsego City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota until 2:00 p.m., CDST, April 6 2006 and then at said office publicly opened and read aloud. Principal components of the project include the following: Seal Coating Aggregate 2,750 TONS Bituminous Material for Seal Coat 54,580 GAL Striping (Paint) 100,000 LF Traffic Control 1 LS The contract documents may be examined at the following locations: City of Otsego City Hall Hakanson Anderson Assoc., Inc. 8899 Nashua Avenue NE 3601 Thurston Avenue Otsego, MN 55330 Anoka, MN 55303 Copies of the contract documents may be obtained at the office of Hakanson Anderson Associates, Inc., located at 3601 Thurston Avenue, Anoka, Minnesota 55303 upon deposit of $25.00 for each set. Any plan holder, upon retuming the Contract Documents within ten (10) days following the opening of bids and in good condition, will be refunded their deposit. Each Bidder shall submit with the proposal a bidder's bond made payable to City of Otsego in the amount of five percent (5 %) of the total bid. No bids may be withdrawn for at least sixty (60) days after the scheduled closing time for the receipt of bids. The City reserves the right to reject any or all bids and to waive informalities. CITY OF OTSEGO By: Michael Robertson, City Administrator Date: 3/13/06 Construction Bulletin, 3/17. 3/24. & 3/31 Elk River Star News, 3/22, 3/29. & 4/5 AB -1 00100 INFORMATION FOR BIDDERS Bids will be received by City of Otsego (hereinafter called the "Owner"), at the City of Otsego City Hall, 8899 Nashua Ave. NE, Otsego, MN 55330 until 2:00 pm on April 6 2006 and then at said office publicly opened and read aloud. Each Bid must be submitted in a sealed envelope, addressed to the Owner. Each sealed envelope containing a Bid must be plainly marked on the outside as "Bid For City of Otsego 2006 Street Maintenance Project," and the envelope should bear on the outside the name of the Bidder, his address and license number, if applicable. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another envelope addressed to the Owner at the address listed above. Any mailed bids received by the Owner after the time and date of opening shall be rejected and retumed unopened. All Bids must be on the required Bid Form. All blank spaces for bid prices must be filled in, in ink or typewritten. The Bid Form must be fully completed and executed when submitted. Only one (1) copy of the Bid Form is required. The Owner may waive any informalities or minor defects or reject any and all Bids. Any Bid may be withdrawn prior to the above scheduled time for the opening of Bids or authorized postponement thereof. Any Bid received after the time and date specified shall not be considered. No Bidder may withdraw a Bid for a period of sixty (60) days after the date of opening. Should there be reasons why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the Owner and the Bidder. At the discretion of the City Council, streets may be removed from the project to decrease the total project costs to no less than $120,000. Bidders must satisfy themselves of the accuracy of the estimated quantities in the Bid Schedule by examination of the site and review of the drawings and specifications, including Addenda. After Bids have been submitted, the Bidder shall not assert that there was a misunderstanding conceming the quantities of work or of the nature of the work to be done. The Owner shall provide to Bidders prior to bidding, all information which is pertinent to, and delineates and describes, the land owned and rights -of -way acquired or to be acquired. The Contract documents contain the provisions required for the construction of the project. Information obtained from an officer, agent, or employee of the Owner or any other person shall not affect the risks or obligations assumed by the Contractor or relieve him from fulfilling any of the conditions on the contract. IB-1 00200 Each Bid must be accompanied by a Bid Bond for at least five percent (5 %) of the total amount of the Bid, made payable to the Owner. Within five (5) days after the Bid prices have been compared, the Owner will return the bonds of all except the three (3) lowest responsible Bidders. When the Agreement is executed, the bonds of the two remaining unsuccessful Bidders will be returned. The Bid Bond of the successful Bidder will be retained until the Payment Bond and Performance Bond have been executed and approved, after which it will be retumed. A certified check in the amount of 5% of the total bid may be used in lieu of a Bid Bond. A Performance Bond and a Payment Bond, in the amount of one hundred percent (100 %) of the contract price, with a corporate surety approved by the Owner, will be required for the faithful performance of the contract. Attomeys -in -fact who sign Bid Bonds or Payment Bonds and Performance Bonds must file with each bond a certified and effective dated copy of their power of attorney. The party to whom the contract is awarded will be required to execute the Agreement and obtain the Performance Bond and Payment Bond within ten (10) calendar days from the date when Notice of Award is delivered to the Bidder. The Notice of Award shall be accompanied by the necessary Agreement and Bond Forms. In case of failure of the Bidder to execute the Agreement, the Owner may at his option consider the Bidder in default, in which case the Bid Bond accompanying the proposal shall become the property of the Owner. The Owner, within ten (10) days of receipt of acceptable Performance Bond, Payment Bond and Agreement signed by the party to whom the Agreement was awarded, shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder may give written notice to withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of that written notice by the Owner. The Notice to Proceed shall be issued within ten (10) days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual agreement between the Owner and Contractor. If the Notice to Proceed has not been issued within the ten (10) day period or within the period mutually agreed upon, the Contractor may terminate the Agreement without further liability on the part of either party. The Owner may make such investigations as he deems necessary to determine the ability of the Bidder to perform the work and the Bidder shall fumish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigation of, such Bidder fails to satisfy the Owner that such Bidder is properly qualified to carry out the obligations of the Agreement and to complete the work contemplated therein. A conditional or qualified Bid will not be accepted. IB -2 00200 Award will be made to the lowest responsible bidder. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout. Each Bidder is responsible for inspecting the site and for reading and being thoroughly familiar with the contract documents. The failure or omission of any Bidder to do any of the foregoing shall in no way relieve any Bidder form any obligation in respect to his Bid. The low Bidder shall supply the names and addresses of major material Suppliers and Subcontractors when requested to do so by the Owner. The Project Engineer is Hakanson Anderson Associates, Inc., 3601 Thurston Avenue, Anoka, Minnesota 55303, telephone (763) 427 -5860, fax (763) 427 -0520. IB -3 00200 BID PROPOSAL To: (hereinafter called the "Owner "): CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA Project: 2006 Street Maintenance Project, City Improvement Project No. 06 -10 Proposal of: (hereinafter called the "Bidder "), organized and existing under the laws of the State of and doing business as . * *Insert "a corporation ", "a partnership" or "an individual" as applicable. In compliance with the Advertisement for Bids, the Bidder hereby proposes to perform all work for the construction of the above referenced Project in strict accordance with the Contract Documents, within the time set forth therein and at the prices stated. By submission of this Bid, each Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to his own organization, that this Bid has been arrived at independently, without consultation, communication or agreement as to any matter relating to this Bid with any other Bidder or with any competitor. The Bidder hereby agrees to commence work under this contract on or before a date to be specified in the Notice to Proceed and to fully complete the projects in accordance with the schedule provided in the Special Provisions. The Bidder further agrees to pay liquidated damages as provided in the General Conditions of the Specifications. The Bidder acknowledges receipt of the following addendum(s): 1. 2. 3. 4. 5. BP -1 00300 BID PROPOSAL Bidder agrees to perform all the work described in the Contract Documents for the following unit prices and /or lump sums, which include sales tax and other applicable taxes and fees: BID SCHEDULE Est. Item Description Unit Qtv Unit Price Extension BASE BID 1. FA -2 Class A 1/8" Trap Rock TON 2,750 $ $ 2. Bituminous Material for Seal Coat GAL 54,680 $ $ 3. 4" Double Solid Line Yellow - Paint LF 34,310 $ $ 4. 4" Solid Line White - Paint LF 64,950 $ $ 5. 8" Solid Line Yellow Crosshatching - Paint LF 1,390 $ $ _. 12" Solid Line White - Paint LF 995 $ $ 7. Block Pattern Crosswalk - Paint EACH 3 $ $ 8. 24" Solid Line White - Paint LF 237 $ $ 9. Pavement Message Arrow - Paint EACH 37 $ $ 10. Pavement Message ONLY - Paint EACH 20 $ $ 11. Traffic Control LS 1 $ $ Subtotal Base Bid $ BP -2 00300 BID PROPOSAL Respectfully submitted: Signature Title Attest: Address Date Signature Title Attest: Address Date SEAL (if Bid is by a corporation) License Number (if applicable) Note: Two corporation officers are to sign if applicable. STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 2006. Notary Public, County, Minnesota My Commission Expires BP -3 00300 TABULATION OF SUB - CONTRACTORS NAME TELEPHONE NO. ADDRESS TYPE OF CONSTRUCTION CITY NAME TELEPHONE NO. ADDRESS TYPE OF CONSTRUCTION CITY NAME TELEPHONE NO. ADDRESS TYPE OF CONSTRUCTION CITY NAME TELEPHONE NO. ADDRESS TYPE OF CONSTRUCTION CITY NAME TELEPHONE NO. ADDRESS TYPE OF CONSTRUCTION CITY 00430 TABULATION OF SUPPLIERS OR MATERIALS NAME TELEPHONE NO. ADDRESS TYPE OF MATERIAL CITY NAME TELEPHONE NO. ADDRESS TYPE OF MATERIAL CITY NAME TELEPHONE NO. ADDRESS TYPE OF MATERIAL CITY NAME TELEPHONE NO. ADDRESS TYPE OF MATERIAL CITY NAME TELEPHONE NO. ADDRESS TYPE OF MATERIAL CITY 00450 AFFIDAVIT OF NON - COLLUSION STATE OF COUNTY OF I hereby swear (or affirm) under the penalty of perjury: 1. That I am the Bidder (if the bidder is an individual), a partner in the Bidder (if the bidder is a partnership) or an officer or employee of the Bidder corporation having authority to sign on its behalf (if the bidder is a corporation); 2. That the attached bid or bids have been arrived at by the Bidder individually and have been submitted without collusion with, and without any agreement, understanding or planned common course of action designed to limit individual bidding or competition with any other prospective Bidder or vendor of any materials, supplies, equipment or services described in the invitation to bid; 3. That the contents of the bid or bids have not been communicated by the Bidder or its employees or agents to any person not an employee or agent of the Bidder or its Surety on any bond furnished with the bid or bids, and will not be communicated to any such person, prior to any official opening of the bid or bids; and 4. That I have fully informed myself regarding the accuracy of the statements made in this affidavit. Subscribed and swom to before me (Bidder) this day of , 2006. (Firm making bid or bids) Official Title 00480 NOTICE OF AWARD TO: PROJECT DESCRIPTION: 2006 STREET MAINTENANCE PROJECT, CITY OF OTSEGO The Owner for the referenced Project has considered the bid submitted by you for the above - described work in response to its advertisement for bids dated , 2006 and information for Bidders. You are hereby notified that your bid has been accepted for items in the amount of You are required by the information for Bidders to execute the Agreement and fumish the required Contractor's performance bond within ten Calendar Days from the date of receipt of this notice to you. If you fail to execute said Agreement and to fumish said bond within ten days from the date of receipt of this notice, said Owner will be entitled to consider all your rights arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be granted by law. You are required to retum an acknowledged copy of this notice of award to the Owner. Dated this day of 2006. CITY OF OTSEGO By Title City Engineer ACCEPTANCE OF NOTICE: Receipt of the above Notice of Award is hereby acknowledged. By this the day of (Contractor) By Title 00510 CONTRACT AGREEMENT 1.01 THIS AGREEMENT made as of the day of 2006 by and between the City of Otsego hereinafter called the Owner, and hereinafter called the Contractor. WITNESSETH, that whereas the Owner intends to construct the 2006 Street Maintenance Project hereinafter called the Project, in accordance with the Drawings, Specifications and other Contract Documents prepared by Hakanson Anderson Associates, Inc., 3601 Thurston Avenue, Anoka, Minnesota 55303. NOW, THEREFORE, the Owner and Contractor for the considerations hereinafter set for, agree as follows: 1.02 The Contractor agrees to furnish all the necessary labor, materials, equipment, tools and service necessary to perform and complete in a workmanlike manner all work required for the construction of the Project, in strict compliance with the Contract Documents herein mentioned, which are hereby made a part of the contract, including the following Addenda: Addendum No. Dated a. Contract Time: Work under this Agreement shall be commenced within ten (10) days from the date specified in the Notice to Award and shall be completed within twenty (20) calendar days of date of Notice to Proceed. b. Subcontractors: The Contractor agrees to bind every Subcontractor by the terms of the Contract Documents. The Contract Documents shall not be construed as creating any contractual relation between any Subcontractor and the Owner. 1.03 THE OWNER AGREES to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract, the Contract amount of: Dollars ($ ) in accordance with the provisions of the Contract Documents. a. Progress Payments will be made in accordance with the General Conditions of the Contract. CF -8 00520 b. Final Payment shall be made upon acceptance of the Project by the Owner and in accordance with the Contract Documents. c. The final contract amount shall be based on the accepted quantities of work and unit prices as they appear in the Bid Proposal submitted by the Contractor as modified by approved Change Orders or Supplemental Agreements. 1.04 CONTRACT DOCUMENTS: The Contract comprises the Contract Documents listed under the General Conditions of the Contract including the Bid Proposal. In the event that any provisions of one Contract Document conflicts with the provisions of another Contract Document, the provisions in that Contract Document first listed below shall govern, except as otherwise specifically stated: a. Agreement (this instrument) b. Addenda to Contract Documents c. Bid Proposal d. Detailed Specifications Requirements e. Drawings f. General Conditions or Requirements of the Contract 1.05 SUCCESSORS AND ASSIGNS: This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the Owner and the Contractor respectively and his partners, successors, assigns and legal representatives. Neither the Owner nor the Contractor shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. 1.06 SPECIAL PROVISION: The Owner and the Contractor mutually agree that this Agreement shall be subject to the following Special Provisions, which shall supersede other conflicting provisions of this Agreement. 1.07 IN WITNESS WHEREOF, the parties have made and executed this Agreement, the day and year first above written. THE City of Otsego By , Mayor Larry Fournier By CF -9 00520 Attest: , City Clerk Judy Hudson Contractor By Title STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 2006. Notary Public, County, Minnesota My Commission Expires CF -10 00520 NOTICE TO PROCEED TO: DATE: PROJECT DESCRIPTION: 2006 STREET MAINTENANCE PROJECT, CITY OF OTSEGO IMPROVEMENT PROJECT NO. 06 -10 You are hereby notified to commence work in accordance with the Agreement dated , 2006, on or before , 2006. The date of completion of all work is therefore July 1', 2006. CITY OF OTSEGO By Title City Engineer Acceptance of Notice: Receipt of the above Notice to Proceed is hereby acknowledged by: , this the day of , 2006. By Title 00540 SECTION 00600 PERFORMANCE BONDS A. The Owner may request the Contractor to furnish performance and payment bonds prior to commencement of the work. Premiums for such bonds shall be paid for by the Contractor. B. The bonds shall be in accordance with the Standard General conditions of the construction contract. They shall provide security for the faithful performance of the contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in the connection with the contract, each in an amount at least equal to one hundred percent (100 %) of the contract amount. The surety on such bonds shall be secured from the surety company licensed to do business in. 00600 PERFORMANCE & PAYMENT BOND KNOW ALL MEN: That we hereinafter called the Principal, and and and hereinafter called the Surety, or Sureties, are held and firmly bound unto the hereinafter called the Owners, and to such persons, firms and corporations who may fumish materials for, or perform labor on the work, building or improvements, contemplated in the contract hereinafter mentioned, in the sum of: Dollars ($ ) for payment whereof the Principal and Surety, or Sureties, bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has by means of a written agreement dated entered into a contract with the Owner for construction of the ,. a copy of which Agreement is by reference made a part hereof. NOW, THEREFORE, the conditions of this obligation are such that if the Principal shall faithfully perform the Contract on his part, and satisfy all claims and demands incurred for the same and shall fully indemnify and save harmless the Owner from all costs and damage which he may suffer by reason of failure to do so and shall fully reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any such default and shall promptly make payment to all persons supplying labor or material for use in the prosecution of the work provided for in such contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. PF -1 00610 PERFORMANCE AND PAYMENT BOND AND PROVIDED, that any alterations which may be made in the terms of the Contract, or in the work to be done under it, or the giving by the Owner of any extension of time for the performance of the Contract, or any other forbearance on the part of either the Owner or the Principal to the other shall not in any way release the Principal and the Surety, or Sureties, or either or any of them, their heirs, executors, administrators, successors or assigns from their liability hereunder, notice to the Surety, or Sureties, of any such alteration, extension or forbearance being hereby waived. This bond is made for the use and benefit of all persons, firms and corporations who may furnish any material or perform any labor for or on account of said work, building or improvements and they and each of them are hereby made obliges hereunder the same as if their own proper names were written herein as such, and they and each of them may sue hereon. Signed and Sealed this day of , 2006. In the presence of: ) (SEAL) ) as to ) ) (SEAL) ) as to ) ) (SEAL) ) as to ) PF -2 00610 DIVISION 1 DIVISION 1 - STANDARD SPECIFICATIONS The street construction specifications of the contract documents reference the Minnesota Department of Transportation Standard Specification for Construction, 2000 Edition or latest revision. These specifications are available from the manual sales office, State of Minnesota, Department of Transportation, St. Paul, Minnesota 55155 or may be viewed at the offices of the Project Engineer. DIVISION 1 - SPECIAL PROVISIONS TO CONTRACT INDEX 1.00 General 2.00 Project Description 3.00 Project Schedule 4.00 Work Area and Easements 5.00 Legal and Procedural 6.00 Permits 7.00 Private Property Protection 8.00 Maintenance During Construction 9.00 Maintenance of Traffic 10.00 Prosecution and Progress 11.00 Control of Materials, Sampling and Testing 12.00 Inspection and Staking 13.00 Working Hours 14.00 Barricades, Guards & Safety Provisions 15.00 Maintenance and Cleanup of Work Area SPECIAL PROVISIONS 1.00 GENERAL These special provisions contain items of specific instruction and subject matter concerning construction detail and /or are modifications to the General Requirements and Standard Specifications. 2.00 PROJECT DESCRIPTION The work specified within these contract documents shall consist of all labor, materials and other elements necessary to furnish and install, complete -in- place, the City of Otsego 2006 Street Maintenance Project as shown and described in the Contract Documents. The City of Otsego, Minnesota is the Owner of the improvement. The attached drawing provides locations of the project. Projects consist of two types of maintenance work: A. Seal Coating This work consists of sweeping the street to be seal coated. A bituminous material is then applied to the street followed immediately by a coat of aggregate spread at a specified rate. The aggregate and oil are rolled by a roller. 48 hours later the surface is swept of the loose aggregate. Areas to be seal coated as shown on attachment map. Loose aggregate is to be salvaged and hauled to a location shown on the map. Resweeping, at the discretion of the City Engineer, may be required. B. Striping 3.00 PROJECT SCHEDULE 3.01 Commencement: within 10 days of the Notice to Proceed 3.02 Final Completion: July 2006 3.03 Failure by the Contractor to meet the above schedule shall subject the Contractor to liquidated damages as provided in the General Conditions of the Contract Documents. 4.00 WORK AREA AND EASEMENTS All work shall be completed within City right -of -way. Should the contractor desire or require work areas greater than shown or provided, said area use shall be acquired at the contractor's expense. Contractor operations shall be confined to the work area and /or easements provided and shown unless the contractor provides written documentation showing acquisition of rights to use additional land. All disturbed areas shall be restored as specified. SP -1 5.00 LEGAL AND PROCEDURAL 5.01 The insurance provisions and minimum limits of coverage as specified in the General Conditions are applicable. 5.02 Partial and Final Payments. Requests for partial or final payment may be made for work through the end of any calendar month. The owner is the City of Otsego, who shall act on such requests at regularly scheduled meetings. A minimum of ten working days shall be provided for the engineer's and owner's administrative staff review prior to scheduling action on partial payments by the owner. 6.00 PERMITS The owner is submitting permit applications all agencies having jurisdiction within the project area. The Contractor shall provide all construction permits, if any, required by the City or other agencies having jurisdiction. The contractor shall also be responsible for any municipal, state or federal fees or licenses required for work operations. It shall be the contractor's responsibility for final securement of all permits, payment of any fees and /or bonds required and for compliance with all permit conditions. If the project requires work in and adjacent to Wright County Highway Department right -of -way, the following Wright County procedure and requirements shall be met: "The successful contractor is required to obtain a permit from the Wright County Highway Department before beginning work inside the Highway Right -of -Way. To obtain this permit, the contractor must complete an application for Permit, which will be supplied upon request; provide evidence of bond to another govemmental agency or provide a bond in the amount of $10,000 to Wright County; and provide a sketch of the proposed traffic control plan which must be in accordance with Appendix B of the Minnesota Manual on Uniform Traffic Control. At anytime the surface of a County Road or County State Aid Highway is damaged or removed, the surface must be repaired to its original cross section or to a minimum of six (6) inches of Class 5 and six (6) inches of Bituminous Mixture (2341) whichever is greater. Bituminous mixtures must be placed in lifts not exceeding three (3) inches in thickness for Base and Binder courses and not exceeding two (2) inches for the Wear Course. All backfill below the Class 5 must be granular. If unsuitable material is encountered during excavation, it must be removed and replaced with granular material meeting Specification No. 3149 for select granular borrow." 7.00 PRIVATE PROPERTY PROTECTION Trees, fences, poles, flower beds, rock and shrub gardens, retaining walls, and all other private property shall be protected from damage unless their removal is shown on the plans and authorized by the engineer. Any property damaged shall be satisfactorily restored by the contractor, or adequate compensation therefore SP- 2 shall be the responsibility of the contractor. The contractor shall be responsible for the removal and replacement of mail boxes and traffic signs in the project area. 8.00 MAINTENANCE DURING CONSTRUCTION Once the contractor commences work on the project, the construction area shall be maintained for the remainder of the project by the contractor at his own expense. Necessary signs and barricades shall be fumished by the contractor. All existing surfaces not scheduled for removal shall be protected. All equipment which operates on bituminous or concrete surfaces shall be equipped with rubber tires. The contractor shall provide reasonable access to all properties, residences, businesses and offices and shops adjacent to the work. The cost of providing and maintaining continuous access shall be incidental to the other work items. 9.00 MAINTENANCE OF TRAFFIC The Contractor shall notify the local Police and Fire Departments prior to commencing construction that will restrict traffic in a traveled roadway and shall again notify upon re- opening the roadway to traffic. Local access shall be maintained at all times. The Contractor shall provide necessary signs, flashers and barricades for any parking or driving lane closures. All signing shall conform to the Mn /DOT Manual of Uniform Traffic Control Devices. All plans for lane closures shall be submitted to the owner and the Engineer for approval prior to any closures. The Owner has filed the application for the permit for construction within any State or County Department of Highway Right -of -Way. It shall be the contractor's responsibility for final securement of all permits, payment of any fees and /or bonds required and for compliance with all permit conditions. Existing traveled road proposed for construction shall be open to traffic at all times. Roads may be signed as "under construction ". No signed detour routes are proposed. Where work is required adjacent to the traveled lanes of County or State Highways. No work shall occur in the right of way of such roads except as allowed by permit. All work related to continuation and control of traffic, including maintenance of traffic, provision of continued access and placement maintenance or removal of traffic control devices shall be incidental to other work. SP- 3 10.00 PROSECUTION AND PROGRESS The notice of award directs the successful bidder to submit required insurance, bonds and executed contracts. Upon receipt of such notice, the bidder shall contact the engineer and discuss in general the means, methods and procedures proposed to construct the work as specified and as scheduled. A notice to proceed will be provided to the contractor upon approval and execution of all contract documents. Concurrent with such notice a pre - construction conference will be scheduled and held with the contractor, engineer, representatives of the owner and representatives of any subcontractors, suppliers, agencies, utility companies or others with interest in the project. The contractor shall submit documentation for review at the preconstruction conference to identify construction personnel responsible for the work and to identify subcontractors or suppliers. The contractor shall prepare and submit a written schedule of the work, identifying work components and showing work start and completion dates required to comply with the contract documents and schedule. The contractor shall prepare and submit a list of material submittals that are required to comply with specified standards and will submit certificates of compliance or a schedule for compliance submittal. No work is authorized on the project until the conditions of award or notice to proceed, if any, are met and all required submittals or schedules are approved. Once work has commenced, the contractor shall continuously pursue completion in accordance with the approved schedule. The contractor shall provide periodic written updates on construction methods, procedures and schedules as necessary and at least monthly. No partial payments shall be made unless such updates are provided. 11.00 CONTROL OF MATERIALS, SAMPLING AND TESTING The Contractor is responsible at his own cost for all sampling, testing and certification to demonstrate that materials proposed for use in the work conform to specifications and standards. No material shall be brought to the work site until approved certification is provided. The Contractor is responsible for performing tests and fumishing test results on completed systems as required herein. The owner shall engage and separately pay for the services of an independent testing laboratory to perform such sampling and testing deemed necessary at the work site. Such owner testing may involve on -site testing of materials or mixtures to verify previous contractor compliance and will involve tests to verify contractor construction and placement compliance. The procedures for and frequency of sampling and testing of materials shall be in accordance with Mn /DOT 1603. Tests shall be made in accordance with the American Society for Testing and Materials (ASTM) Standard and Tentative Specifications that apply, except as otherwise specified. Signed copies of all reports on tests shall be sent at once to the Owner and the Engineer. SP- 4 Any materials tested and rejected shall immediately be removed from the site and shall not be used in the work. Any work not conforming to specifications shall be removed, repaired or corrected as required. The Contractor shall pay all costs of retesting. Inspection and testing shall in no way relieve the Contractor or supplier from responsibility in furnishing materials and workmanship in accordance with the plans and specifications. 12.00 CONSTRUCTION SUPPORT SERVICES All phases of the work shall be open to the engineer and the owner. The contractor shall allow the use of the constructed facilities to properly inspect the work as necessary. The Engineer, Hakanson Anderson Associates, Inc., is under contract to the owner to provide construction inspection or observation and contract administration. 13.00 WORKING HOURS The work shall be carried out during normal daylight working hours in accordance with local ordinance and so as not to cause any unreasonable nuisance to affected residents. Under emergency conditions, this limitation may be waived in writing by the Engineer in conjunction with qualified local authority. 14.00 BARRICADES, GUARDS AND SAFETY PROVISIONS To protect persons from injury and to avoid property damage, adequate barricades, construction signs, warning lights, and guards as required shall be placed and maintained by the contractor during the progress of the construction work. All material piles and equipment which may serve as obstructions to traffic or hazards shall be enclosed by fences or barricades and shall be protected by adequate lighting when visibility is poor. The rules and regulations of local authorities respecting safety provisions shall be observed. 15.00 MAINTENANCE AND CLEANUP OF WORK AREA Once the Contractor commences Work on the project, the construction area shall be maintained for the remainder of the project by the Contractor at his own expense. The work area shall be kept free and clear of construction debris. When the work has been completed, the contractor shall remove from the site all extra materials, equipment, debris and other supplies. Maintenance, cleanup and restoration of work areas shall be incidental to other work except as provided by bid item. SP- 5 DIVISION 2 DIVISION 2 - STREET CONSTRUCTION SPECIFICATIONS INDEX 2000 General 2005 Scope of Work 2356 Bituminous Seal Coat 2563 Traffic Control STREET CONSTRUCTION SPECIFICATION 2000 GENERAL A. Applicable Specifications Work shall conform to Minnesota Department of Transportation Standard Specification for Highway Construction 2000 Edition (Mn /DOT) except as herein modified. Division 1 of the Mn /DOT specifications, general requirements is also modified by the General Conditions and Special Provisions of these contract documents. B. Work Description The work shall be as described in Section 2.00 of the Special Provisions. C. Work by Others All work involved in this project shall be performed by the Contractor. 2005 SCOPE OF WORK The work to be done under this contract shall include the fumishing of all materials, labor, tools and equipment necessary to construct the complete in -place the City of Otsego 2006 Street Maintenance Project and all appurtenant miscellaneous construction as shown on the plans and drawings and specified herein. This project shall consist of: A. Maintaining access to the area during construction B. Seal Coating Streets 1. Sweeping streets 2. Apply oil and spreading FA -2 Class A 1/8" traprock 3. Roll rock and oil 4. Sweep street and deposit excess rock at City designated site, which is shown on map. 5. Resweep as reguired. C. Striping (Paint) D. Project maintenance, restoration and cleanup ST -1 2356 BITUMINOUS SEAL COAT (Mn /DOT 2356) 2356.10 GENERAL This work shall consist of application of bituminous material followed by applications of a cover aggregate. 2356.20 MATERIAL Bituminous material Mn /DOT 3151 for seal coat shall be CRS -2 applied at the rate of 0.25 gallons per square yard. Aggregate for seal coat 3127 shall be FA -2 Class A 1/8" traprock. Aggregate shall be applied at a rate of 23 -25# per square yard. Only class A aggregate shall be allowed. 2356.30 CONSTRUCTION REQUIREMENTS Preparation: Prior to placing the bituminous material for seal coat, the contractor shall cover all manholes and catchbasins inlets with an approved method. Contractor shall sweep the streets prior to seal coating. Application of Bituminous Material: Using an acceptable distributor and a self - propelled chip spreader, the oil and the aggregate shall be applied in a single pass. Application for Seal Coat Aggregate: The Contractor, at his own expense, shall barricade all traffic during application of the seal coat and allow no traffic whatsoever until the aggregate has been applied. The Contractor shall, at his expense, sweep up the excess aggregate no sooner than 48 hours and no more than 5 days after application of the seal coat and shall stockpile the excess aggregate at a location to be designated by the Owner. At the discretion of the City Engineer, additional sweeping may be required. 2656.40 METHOD OF MEASUREMENT No exception to the referenced specification is taken. ST -2 2356.50 BASIS OF PAYMENT No exception to the referenced specification is taken. ST -3 APPENDIX \\ \ ��J 12' SOW RIME I e \ s, APA:M. ; If 7 7 7 ', !t!! 1:::: BLOCK P 2 7 jet TYPICAL LINED TYPICAL BLOCK PATTERN , `\ \\ PEDESTRIAN CROSSING PEDESTRIAN CROSSING (USE AT MINOR INTERSECTIONS) (USE AT MAJOR INTERSECTIONS) 0 // (` YELLOW STRIPING \ \ e• wOE e' ON OENRA i / I / � • I eoFT . 4 I . \ \ \ F*?!� rT, 1 -..,:- X5--9, - � o. 1 iOSfs>s lI ♦<:71 n>_StaEr i ■ 1-51 - rases i ru 1>•55>_MI r•I ■ �Srs r�.ff7� lt. i"`7115r1•t T i 1 �STl STRIPING MO EASSSSf ]T t., , .i! .n RTi s, 'S41,. r LINED PEDESTRIAN e' a CENTER CROSSING w (2) PERMANENT BARRICADE yp Z J P LATE 8002G) STANDARD 7 I I © > LLI 33 I III Q o W •c J -- W _ CN ROSSIN G S11WAN W OM END CROSS INPEDESTRUN I2. 12-W Q TRMTION SOLID - 1 - )Li to I- 1 1 RADIUS FOR 100 FT. 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'--r i )1 _ CRIMSON PONDS 411I .11 4 IV... 4 •43,44 ' . 1 t I ', ; •••,./. 11 - •••,_ : 1 i k A .. „ , 1 4 1 I ‘ 15 1 • r e 7 7 1 „ e ili 1 e 6 1 • 1- 14,„ , , „ 10 '12.) _ - 2 15 i / • 1-7-.14 1 1 4- --.- 10 a ' ‘ 11 ,. _ -2-\: 12.5 12.5' 1 - -I, ma • a • me • 200 1 - * _____ 4 _ I i • . I NOTE: PAVEMENT MARKINGS TO BE REMOVED ON 135TH STREET N.E. ----- 6 ----1 1 • •,. , . . ■ , 4 1 LINE0 AS MARKED BY ENGIN PEOESTINAA EER . -- 1 2 I i _______ - 1 -CROSSIND (rTICAVA- . 1 ..--•-- 4 1 ,,, .... ________ --,..-- .„ ...... 5IGN 1 f GFND , • , , „ PNEARANT RIDGE 2tIo • •, (9 STOP SIGN 3 2 i 1 I .... , , •, • ' , . \ I " • „ • - , , ,..- , • , ..- , , , 0 STOP SIGN (MBE PAM) r ---- f -- -2- 7'; 1' T % • , , • • •-„..--" R0 0 , , • Ej SPEED umiT - 40 M.P.H. ...,_,. ' (2 ... O NO PARKING le SOW 04510 w o TRA"I tE S 1 211,3, ThVN SLID V E i'li END ( A ram T EN7U0ALR)DwOwHius7 _ 2 pli,..“ 1600 , i ; ....„="- 12 .10S ITOR 100f7 ' \ ,----- O _.(5 t„......„. 1 • • • 1 ___ ----- _•-- STOP AHEAD . •., . , -, , •. -,, : _ „ . • , TYPICAL LINED .diski. 05 la '•5_05 "iii 115;,.. ______-_____ _ .. __,----' •, , .• ..• -• , 0 RIGHT TURN LANE PEDESTRIAN CROSSING "=raliii --- .5M" • ,- - .- -, CD STREET SIGN - PAGE AvE NE / . ' , - ' , . I n tiiiiii , , „ PALMGREN AVE NE 1 ( r - - - - + - - - -I' • ,, . •. „ ,", . 0 STREET SIGN - PAGE AVE NE / g mr , F t 1 2 I ' , ' , • / , , , al xe ST NE ' 5 N ' I ' 3 / ,,,, ,,, ,,, ,.... `...,, ••,,,' ,,' Po■QEINIE SCHEDULE __ -..-_- :, , ,•!. 1 j „, ,,, ,,- .,- ,• ,,- „ •, --„ ',„ „-' SIGN LOGO °WORRY COLOR SEE AREA EACH 02085012 P5840 TOTAL AREA (SF) R1-1 STOP (BIKE PATH) 5 WHITE ON RED ir xis- 2.25 11.25 5 WILOI E r r Prim Cow KC ,, . , , / / ,,, • R1-1 STOP 3 OHM ON RED 30 s26" 025 111.73 1 1 2 ,, , 1 , , . „ R2-1 SPEED UNIT 40 3 BLACK ON W1410 24'530 5.00 15.00 01 .. r_ 2 , 1 , ., , , ' „ , R6.32 NO PARKNG SYMBOL 12 BLACK *01) RED ON WHITE tr xtr 2.25 22.00 Li. • 1 T 1 W A VENU E 03 81ST SI MARKIN 43-01 RIGHT TURN 23790 NE 1 BLACK 06 012410 31 030" 625 025 0 i oW E 2, TRAFFIC & S 03 PALMG 5ro Vv3-12 STOP AHEAD 2 Mr a NY 6.25 12.50 I herwy unify 0. RN Nen. DATE REvt343N =RR 03 PAGE AVE NE BLACK AND REO ON YELLOW 2 VVHITE ON GREEN Yr x r 1.25 250 _.1 ii r 1 by ....kw , <6.4.■ r.,.. naze2=Jorgroaserwr= 0.0 • _T E REN AVE NE 1 WHITE GREEN 36° 8 6' 10 1.50 ON 5 1 Iv ,..4"1„." E,..1.:74717,....... 1 ...... . naerson NE HITE ON GREEN 24' 8 r 1.00 1.00 CKP MEM Assoc.,Inc. M.S.A.P. 217-103-02 or 12.5 112.5' ., _,,,,,..,,,,,,r1-7-J.„..,,, IMP. PROJECT 02-01 R1-3 4-WAY 4 MA-IfTE ON RED 17 4 6" 050 2.00 1 . ,.008. Liu / ‘. 8.713052 MO RJW 340, New. 7.4.. 74. limn. 56. C117 Of OTSEGO. MINNESOTA 18 013-427-5500 FAX 763-427-0520 as 1 / I 181 . 05344 530111 1 I , , ODEAN AVENUE 1 • , I I z I t 1 .4e1 z 0 © / , co , . , , ., . __ •.... _ ._ 100 mon DOUBLE TF-U-OVI 11----' 100 mm i i l'-' ' 1 SINGLE WHITE SOLID ON c / / ' -- _,.,..-_-_.._..1.;. ------------ - -- - •--- 201......agi -..__,-_---_=.-------- , ..-- wINENI■3 - .. ,. . -- _. .. .. ■ _ . . oo 1107 1 \ l J ( 11 \ 1 1 R • = ' i ii. / , 600 mtn ' STOP UNE WHITE i ,/ I \ 1 , 1 1 MATCH TO EXISTING PAINT 1 451 m REMOVE PAINT Eil 30 rn ,, , • 0 a_a?„, SINGLE VAII SOLID UNLESS antaahtsE liCITED V 7 43.6 m 1 0 UNLESS OT7IERVASE NOTED 1 P '1 ll 0 g I 1 I 600 own II I 1 -' 1 1 1 1 ' 1 veint STOP UNE e . SIGN LOGO QUANTITY COLOR SIZE AREA/SIGN TOTAL AREA 011-1 BIKE PAM ROUTE (BIKE PAIH) 15 WWII ON MEDI 24 X 18' 0.29 4.35 SHEETING MATERIAL SHALL BE HIGH ammo) REFLECTIVE ALUMINUM SHEETING FOR ALL 13IXE TRAIL SIGNS AND ROADWAY SIGNS R1-1 STOP (WE PA1H) 4 WHITE ON RED 19 X 18' 0.21 0.54 SIGN POST SHALL BE 4.5 kg/m FOR BIKE TRAIL SIGNS AND ROADWAY SIGNS 51-1 STOP (ROAD) la WHITE ON RED 30' X 30' 0.58 10.44 51-2 WELD (BME PAM) 12 RED ON WHITE 2e X 24' X 24' 0.19 2.28 51-4 ALI- WAY (ROAD) 4 WIVE ON RED ir X 6' 0.07 0.28 R2-1 SPEED LIMIT 33 (ROAD) 4 BLACK ON WHITE 24' X 30' 0.46 1.84 R3-01 RIGHT TURN LANE (ROAD) 18 BLACK ON WHITE 30" X 30' 0.58 10.44 54-1 00 NOT PASS (ROAD) 4 BLACK ON WHITE 2e X 30' 0.48 1.84 58-32 NO PARKING SYMEIM. (506D) 49 BLACK MID RED ON MIRE Is' 0 15' 0.21 10 29 W3-12 STOP AHEAD SYMBOL (ROAD) 6 BLACK MID RED ON YO-LOW Sr X 30" 0.84 5.04 715-1 ROAD NARROWS (ROAD) 2 BLACK ON YELLOW 30' X 30 0.58 1.16 W11-1 BIKE PAIN AHEAD (ROAD) 12 BLACK ON YELLOW 30' X 30" 0.58 15.96 55.78 50. m "0 , _ * . .. 1 V L . . VI 2 ' - -1 ' I- 0 < 0 , SOUD ON ti, E SINGLE WHITE § t _ 0 ' 2 ••-• I , SOLO 3: - -."._-__ " • - _ - _ - A - ',„- = - == .____.,,_,,,_-_. _ .. _ _ ___ __ . __ _1 - : 1 ILA --. .,.. ...., ..... ... ...WO . J.320 0. . , _ r.1 , . r -• ... • . L A L.G 6._ -4 SINGLE WMTE • 501.10 , 1 I . I . SP #217-105-02 T IP ' .7 441 , 1 7 ,.. 1 ,mt 5 k....kkk.. .• . .._._.v _____,...... REVISION 53 Il 073345N DWG , Ilanson 3; ,0 o 5 10 20 30 40 50 r6L91P - IMI i SIGNS & PAVEMENT MARKINGS llt An ersion 41.M.l scpu IN 1-iiiiis --. Z- r i ocp Assoc.,Inc. 00EAN AVENUE or CITY OF OTSEGO 52 mInnesolsa metii. °a 3 . '/.-, '•2 d JAH 1101 Durataa ... Iae. liu■Noto 55303 62-07-1460 r/4 011-437-00.20 08 9/10/98 I F. 073.34 53405 ir ODEAN AVENUE i CD • k , Ln Z 0 _i n i . i, i 0 La I- i, 1 DOUBLE TELLOY \\I 100 mat I- Li i 1 tn I . SOLID ON tt SINGLE *Int I . , SOUB i_,-,=-.•=••=-_-.,-,==--,_-.,-=_-_-='.===. -___-- -------=--.r.- --- ---- - ---.====----,---,=_-=_ =.•__,=...--_,-..-.--_=,,,,,.._-:-_=_- ---=._.--______- -- .---- 1--,- ----.-------,.:=7.....:L_-=;.::::::=T: - , E"... - - • = 7- -::;:::::: , J , 4 44.444 44120 44.0 O• AU 0•44 0•4141 0•920 I T T i I 1 1 1 I [J rio,tit rithl 1 1 • \\__ . , too ••• ,__, 1 hSal,.3 LUZ ri 1._ .4 SINOLE WHOE 1— J ! \ 1 i , 1 I I t ■ I / I i \ i n . ; 1 L-. , 2 0 i tct tt- , too tttnt DOUBLE TELLDW 100 MN i . § S SOUD ON I SOU° el := 2 1 . - L -- -:,==:;.=:...r.7 - - - - - -::::_7=:- ==..:-=......=__-., „..,-...,_..„„_--_,,„___=,_ ,,_„.,...,.___„. ,,„.___ 1____ „___:3 ....: '.• ■ ' N 44 14000 .... MNIII■ ■•200 1.140 ,• 4 . r•vi r — 1 .30 : ff -""1. _ _ _L J SINGLE WHITE l_ ...A ' soup _ ---. Li — , ( 1 (j .._.., , . \ \ • \ . \ I [ 7----: ‘ ‘ I SP #217-105-02 • OT334SN.OW Hakonson SIGNS & PAVEMENT PARKINGS ' 4 ' 3 ...---.9 . ......, ..,,,,. DATE REVISION .P.P. 10 0 5 10 20 30 10 50 ..A.m ..- ...a. 4 , 41 ,44, krZlifigi= •• moo R1W IMMIneW IN .. N maw nw Nem. wArNwaNn ,„.. • NP • P.1 1.1 a - 11111 Anderson . CR WM., SCALL IN MErE1,4 DCP AssocInc. ODEAN AVENUE ov _z,...__Ipp. r ....___,.....,. ■ -0;41#7.0/1" .31114 Epinal.. Saws t Lan*. *a CITY or OfSEGO 52 mInnesotametn .. “,,,:„.”, , - :2 .___ Ail WI rhamlon 4.4. M.A. , Ansualla SSW 412-427-34110 Mg 412-427-0510 “',. 9/10/98 1 FU . 00338 SMELT I ■...■ - , . • • .---. .__ i IQ. i l' ' ! i• ;;; ;1 1 I ; ide• SHE 40) ATCH LINE I II ; N.,,r1-,L.,;:......:. AT: • Ii ; 8 1 , 1 .._ (SEE ET I I i •--,.... -- • , : , ' • .1.-- .1 1 -i r •,. I li , II I i r - - - _. --- LI II ' ' t •-- .1 T8T14 STREET N.E. 1 ■ li , , I!! I ! .• ., , .,_„, v, - .- ••-••- Ai 0 MATC.11 UNE ;: a . 1 I j cSEE 'ABOVE) / m ' I ' ' I i I C 11§ 1 I , II I j j 1 •,._,_,,_ _ .„,_ ... ' I 14 1 R ,Ii ,, i i , , ■ --... . 1 1 , ,,I, _ . , . II 1 11 I ■ 1H • 1 t i 11 [ • igt , . i, . L A I ii II II g i , 1 • : .; , , . ,I „ 1 I • „ ! , • , --- . „ .... I • 0 il il 1 i :.• , ! ! I II 7 1 I 0 r -- 1 • . ! . ... . ! , r. : i • L ..■ ! • ; o • • M I 1 i 1 i i •---- - -- • i i i ; I 1 1 : 1! !; ! , i • 1 1 , , , 1 • r :A , I. • • Z 1 i • • i • li : , • : II I! i i > • 1 ,, II I i El§ < ;• , • 1 gla ! 1 1 ! • 3 ITT 1, 1 \ q • D ; ' .; 1 1 3 ! . l i' ----- ----- ,, , , . / _ A • , • rd C . . i 7 I ., I I ! i ! ' • ' 1 M :ii g u p .1 1 i ill 1 i I 0 !I 1 ! 1 . I lei i !: :' 1 , 1 • r t, „ , 6 ; -.III , . ; • . _ .! „ l • I -"."-• ■_.i • '.:41. ; I till r.„ g . . 1 ■ c... ii I: 1 ! i ' 1! I1! , • . i I i 11 , . . 3.6 ni II ...._II ; I • 1 „ ' ' ' I R------ II— .:-r I I! .. 1 1 •1 •'• II ; ; I § I • • /I • i II • • I ,,,i II I I • 1 • 1 : II I ! !! ------- , . 1 ill ! 11 •;..., 11 ! ! 1 E 11 1 1 r i i , , i 1, 0 '114 ! • ,7 IIIII A I ' I! II • : 1 11 ■§1::F I ; 1110 1 1 I 1 . ' 1 ICI II L 4 -1 k " ; 14> 1,1 mmi 1 ii Ii 7 I! ' : I II ._ \ _ - ._ I !. ; Ii I 1 I I! -g 17• - ---------- --A 30 m i _ i 1 i 1 i - ..-__.- Ikrag, 1 ' il , ; • 'L , -:-- MST STREET N.E. I ;• I : ' ! • :I J 'f .. • - - - lt) .h•-': , I 6 0) -0 • : • I !! I ! , 1 c' R a 3 I ,, it 1 • 53 - MATCH LINE m 1 ! ! 7 I MATCH LINE 1 i; a Illo • • • (SEE :BELOW) — 7 > o I :; a ; • : • (SEE SHEET 42) :i : I ! ! ! 5 z A Li'' I I; I; • : 1 > r o — — — --- I ''' — $ Ki 1 F-, ,. „. . ; • i )1 • '''Ji ! i - -.---.- " • I , g 9 • o g 1 5 RI * :- R ODEAN AVENUE a �_ 1 , i J = N 1 — 10 00. �, 100 mm _ U 100 mm 1 Q E I I \. / _ SINGLE M 1WTE SOIJQ01! i A N .._ _.._ t } 151 - - � , ` 1 , �' I W I 11D WHITE ' i `v/ 100 non ri \ ! L - STOP LINE 1 ! _ ► i ID • r L 1 1 _. -� WHITE I 0 I 1 .1 g : il SEE SHEET 45 FOR BS STREET 51RIPPING El I', I I 150 mm SINGLE WHITE M1 I. [D____. _ I T I SOLID 90 m I ' m La W ;� O E � I I •• c'o 100 mm1 I � _ = 0.2 m DE SaID YEU I I I \. SINGLE WIDE b1 10o mm 100 mm R ® i soLD N U U 0.6 m SPICING LAY DOUBLE YELLOW SINGLE WHITE I l ! i STOP �`�` I W H W SOLID ON E SOW . G•] IJ - I y i x . t ..- E 3TM r� 1 STO UNE -- l E9 mm -N _ 1 WOE E . ,� 1 r -- _ - -- - E WGIE WHITE ! 1 f r, LOO mm {�.� SINCEE WNIIE by SOLD S O SOLID CCCC�a - _ ,�, ^ '� 100 mm 1 wr ' 45 m _ 54 m 1II[ i 90 m ® ` 0 ssouo YELLOW f as LIEN I E C 1 4 , I SP #217-105-02 OTI34SN 0 _ _ 0 _ _ 5 10 20 30 40 50 I�,J r 1 h Pod - s pion. �� DATE REWSK1N �' sn[n � / / /_ ■ o at � N PI.' W p ,,,T„ ,e,,.ro„ Raw '� Hakanson SIGNS &PAVEMENT MARKINGS 42 Anderson aYW1: s l.c 11 NETEPS 5 • • ■ • ' a - _ NrY I: NCO Assoc.,i OD EAN AVENUE ,» 4400 EePtleees. Yoe,. s tooloop. rrOuteoe CITY OF OTSEGO 52 minnesota meta. ... -W /. JAN Yai: S W 4None`" y 1111I ODEAN AVENUE t , : ,.. , ; ; z L 1 Sa m 1 I I I ! • �_ 4'O T I ° STROP mm O =N 1 11 Iw1 — �R I wH17E � m 1-- w r� I DO DOUBLE YELLOW i I .—n (�] 100 mm WHITE El 100 mm r ! I- W 4 0 < N SOLID ONE I fly / X V / SINGLE WHITE i I 71 J '1 SOLID saD TAM 2.040 2.61113 2,70 2.780 1.800 � - - - -- 1. 0 � _ ! I I I I 150 mm SINGLE WHITE . I0° TGIE WHIM L 1 I 0.2 m WIDE SOLID YELLOW i SOU° WHITE SOLID 1, 50 SOLID I L L I I 0.8 m SPACING ! I I 1 i r 1 I 11 1 I . �r — 1 , , • • 4.1 � 4 g9 r 1 1 I T 1 I L T � — 1 ' I - -. g I I j L, I El I 1 1 I E I I I I I STOP 11NE O O 1 IE _ ` I R i I wIIITE c IR j I left,' I = m ._. w w I too m WHITE I wort a Sg70 3 ''I. i - / W :.+w 15:7 I.a Inca inn 15:1 ,. ao 1 _ r ,w mm _ - - - - - - - - .. SINGLE WHITE �, n I �` r . D " 700 mm SAD Ni L / S SINGLE WHITE I I DOUBLE YELLOW min I CO - SOLID ON f STOP LINE 1 WHILE I 1 S NE - I 1 I wN� I � 1 1 _ , I i i I I . SP #217- 105 -02 oT730sN.owc �, ;7n+ �aa. W w DATE NLV sloN Hakonson SIGNS & PAVEMENT MARKINGS 4 10 0 5 la 20 o .o 50 � a an n d fl 7 a aaw ,1�..• a arm Anderson Inc. 0 Z� UCP ■ AsSOCSInc. ODEON AVENUE , .F n. 1 -- - s.0.E _ - NEIEP ;.i., Y .Nawa [Moo s+mo. • uw.,a. +.n■..1. CITY OF OT EGO 52 ,44 : 9W 3 ' 9 / .- 2 _ .WI SS vl aIz m .., Nolo. Yon* YoSS. a2> baa MA .12-.27 -11610 fart 9/10/98 I AU m OT331 inEEPT ODEAN AVENUE e • , c-, ; • " 1 I i I t --- • w g z — 1 © , soo rmn 2 7 ei 1 7 Li' 1 10 I . t S I ZCP UNE CO 1 I tn l TE x ow 100 mrn 100 mm U w 1- Li 1 cn DOUBLE YELL SOLID ON t SINGLE WHITE " I . _ .---. _..— ._.._..—..—.. _.. — _ OV _ 7 \ _ .:; . —v 1_ - •-:, _ --_—_7.__________:-.21 .._:_-=_-=—..-••=__ :1 ---„,,,,,„-- _____ ,, , ?;::=7.1:::=4= _________________=:-.:_—_—, 15.1 — 1 ,.. 3. do i 34240 3•2•3 .32O 343410 34406 .440 .40 1 I . ,5:, -_-_----- ...._. _ : •-•- -- - i .. ..-- r • - 0.0 1 ; ___. ______. . _ _ _. _. . _. i i 311.3 H , t SINGLE WHITE SOLID r 1 150 mm SINGLE WHITE 1 SOLID . TURA LAW : I , 4 i 1 • ■ I z ; 1 I I J 1 I 1 n i K . • 1 . t..--i-------1 2 'a irTT z o :1 g I 1 .• • ,...,,... % . . LIA■..,4 1 1 i .(t . / i -- — / SINGLE win I SOUD .4.40 .■110 .43xx MT ,/ y ' •-• . . . ....: • - , . , • . SOUD ' i . , -- - - - -1--------_-_ : _.. . - -•-•i•:••-. ,_. 1 . .... ,.. , - ----.•-••r,.- •-•-• ••-•.-----1-,4 4..._ ••-• ----.._../ ------:•,,,,.. "--,:---.-.."----... 1 ..„ ,... ,.,... L z' 1 . • I I ' to 16,_ -A --• • , . .. ..., - .. --. ....:. i. I ... , .... ' .... • . ' ../ 600 mm • • / i STOP UNE 11611 ,..... ; , mirrE 1 • ioo ... .. ■ i 1 . t SNGLE WHITE .".. , i SOUD ' • .,.. . • • .. A . ,• .• i 2 i . . . . . . . . . . . • 1 1 - . -,,,,, -. • IGO mm "i • ..... • • SINGLE WHITE . • .... 1 I I SOUO I -......,,, . " • .. ■ . . . -,...„ , , .• . .. ', , - • • -........ . • i .'. r` • . , • I .' ' ; . ■ • ■ • -, .• . ,. I , ' • . . • i 1 . • , 600 nwn ' . . ----. .• . , . •-..... . , • STOP IJNE ■,. . .. • • \ , .', . . • WHITE ' I • . • ..• -... ./ ,.. . . ,. . t , i i. / -.... ; t . I ■ i .• .. . i • . SP #217-105-02 OT334SN.DWC - r -7.- ■ ...... G....., ..... 0... DATE ROASION 43044 0 SHEET 10 0 5 10 20 10 40 50 4 •07: . ....ndr . ,,, 7 1 ,.. , ::: =' 04 Pt0 0._y_le RJW 11 ..."'...Vil Anderson Hakanson SIGNS & PAVEMENT MARKINGS 44 . ODEAN AVENUE Of GI7P1-411, - 3 , , , LE IN METERS i ''.. ._ i Assoc.,Inc. — .300 EOM'S. for.ors a 00.00, Mr.0001.4 - CITY OF OTSEGO 52 3.0 rxmw .... On. lim* Wola minnesota metn. .... -, , ..k. , . -. '402 — jAu en FAX 1112-427,520 .M 9/10/g8 i . M . OT33.3 SHEETS .■ CITY OF OTSEGO COST ESTIMATE FOR 2006 CRACK FILLING JANUARY 2006 • USE 3 LF PER POUND FOR 2006 EST (MATE COST PER OTHER POUNDS OF POUND OF LENGTH WIDTH AREA NUMBER OF LENGTH OF CRACK CRACK CRACK - ?T NAME LOCATION SUBDMSION NAME R. R. R. CRACKS CRACKS MATERIAL SEALANT SEAL • 1. .,NE • :mA:NE'.•C.I. - 5_ - NM 50 MI© 1• 1.40 Mfg :y : NE •=1LC':)t ,141.1.11 1 10 M_ 13 IIMMINIME 1.40 IIIMM WIII � 11' r 1 _ _, ❑ - - - [el 1 J- �.x`..1.1 �F�[•3H1:11 - IMAM II 11 � .:�':i . 171 - J 1 - Rl• I 111 ] - mu_ ] . - IMM_NIMIII y . ] IM 1 - �E1 •311'7 - worm - �� - _� � 1� 1:1!:17 1 • JLe _ 1111111 Su• ] � . . '_ • � — . 1 1 1 1 1 • 1 1 1 1 1 ! ! 1 M 1 1 . 1 1 1 1 _ -, • . , 7 111111111 1IF7l�;•;IALII � - u r 1. ] � 1...00 .1.1r MOM 11 1! immismiliwommernwri IIIIMIWIMIMMIIIMMIPPII MINUNIINIIIMIIIIIREMINIIIIIIIMITI =.. :.:i i 4 1 -. tT.� "11• 4 EMI IIMMOM IIIMIERIIMIETII 11•11• , _• I� of Ll l 11E l INFIIII IIIIIIIMIIMIIMIIIIMMIIIIIIIMINIFINNIMMIM IIIMIMIIIMMIIIIIIIIIIIIIIMIIMIrri MIIIIMI _ �. � � � 1 1 Ci `L� 1 ll i1fF:t>• 44 1W' Eltf'. -a'.'7 L 1 r LL MI _ 1 •.. lV fL _ I 1 IIIIMINIMINIIIMIIIIIIIIMPIFIllff _ _ - . 4FEM IMMIIMI .l' a „ 24.3 _1.1111 wvace. NM 1 d 2 '""�'°°° Mot SIT. COST OF au= FW6ne COST PER OTHER POUNDS OF POUND OF LENGTH WIOTH AREA NUMBER OF LENGTH OF CRACK SEALANT CRACK CRACK - STREET NAME LOCATION SUBDIVISION NAME (ft.) (ft.) (sq. ft.) CRACKS CRACKS (FT) MATERIAL SEALANT SEAL Packard Ave NE Cul-Ae -sac to 87th St NE James Adda. 1,518 24.3 6,362 6 146 122 $ 1.40 S 170.80 • . ren Ave NE 71st St NE to CSAH 37 Lin Bar Estates 608 31 5 3 95 78 1.40 109.20 72nd St NE to east •let line Lin Bar Estates 2nd Addn. WM 34.0 3 102 1.40 820.40 Odell Cir to 2• ren Ave NE Lin Bar Es. - - 2nd Addn. NM 34.0 7 I 1.40 406.00 72nd St NE Odeon Ave NE to Odell Ave NE Lin Bar Estates 2nd Addn. 546 34.0 102 80 S 1.40 S 112.00 72nd SI NE Odell Ave NE to 71st St NE Lin Bar Estates 2nd Addn. 1,362 34.0 442 350 S 1.40 S 490.00 A N • St NE • Odell Ir NE in . . . . . . . . . . .n . • i 170 1 5 1.40 1: w _IIMI 170 11111Mr111111,1 1.e .00 11 .00 • WIMIIIMMIWIWIMINIMIN -1M) r_Ll..S4• • ...., _ 4.0 W�1.1111111�� 1 -1 - t• MRNI _ 140 INLINIIIIIIIIIMIIIMIMINIIIIMPTI � 14 l iLuu 7 V I 11M111 M-11", ]. L -:u.• .0 _MIMIII Mill INIMMIlril. AO nrn IMIIIIIIM111111W11111, I r1111111,9111 111 ,.: rEIWAIIIMMIIIIIIII 40 I .111111M lit'�LLL e IIIME 1 `• r v •Y - - ___ .... _ .. _ 1 4 0 Mil TOTAL 123,484 128,498 1366 42.494 24,244 S 33.841 23.39 MILES Para Page 2 n1 2 POI.* =MI 6r. COST Or CRACK FU.MO.an6 CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS FOR FOR 2006 STREET CRACK FILLING PROJECT CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA March 2006 Prepared by: HAKANSON ANDERSON ASSOCIATES, INC. 3601 Thurston Avenue Anoka, Minnesota 55303 Telephone: (763) 427 -5860 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Type or Printed Name: Ronald J. Wagner, P.E. Date: Lic. No.: 26052 TABLE OF CONTENTS Contract Documents and Technical Specifications for 2006 Street Crack Filling Project within the City of Otsego, Wright County, Minnesota. Related Documents: Title Page and Certification Table of Contents DIVISION 0 - REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00100 Request for Quotes Page 1 to 1 00300 Quotation Form Page 1 to 3 00520 Contract Agreement Form Page 1 to 3 00700 General Conditions Articles 1 through 45 Page 1 to 32 \ \Ha01 \Shared Docs \Municipal\AOTSEGO \369 \2006 Specs \ot369specCRACK.doc TC -1 DIVISION 1 - GENERAL REQUIREMENTS Standard Specifications Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, as amended. Special Provisions to Contract Articles 1 -15, Special Provisions to Contract. DIVISION 2 - SITE WORK Street Construction Specifications 2000 General 2005 Scope of Work 2231 Base Reconditioning 2563 Traffic Control Appendix Location Map \ \Ha01 \Shared Docs\Municipal\AOTSEGO \369 \2006 Specs \ot369specCRACK.doc TC -2 DIVISION 0 REQUEST FOR QUOTES TO WHOM IT MAY CONCERN: Separate sealed Quotes for the construction of 2006 Street Crack Filling Project will be received by the City of Otsego, Wright County, Minnesota, at the office of the City Administrator, Otsego City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota until 2:00 p.m., CDST, April 6 2006, and then at said office publicly opened and read aloud. Principal components of the project include the following: Crack & Joint Sealing 24,250 LBS Traffic Control 1 LS The contract documents may be examined at the following locations: City of Otsego City Hall Hakanson Anderson Assoc., Inc. 8899 Nashua Avenue NE 3601 Thurston Avenue Otsego, MN 55330 Anoka, MN 55303 Faxed Quotes will be accepted. Quotes can be faxed to 763 -441 -8823. Faxed Quotes shall include a cover letter, which states that the quote is for the 2006 Street Crack Filling Project. A copy of the quote shall also be submitted in sealed envelope as discussed above. A bid bond or certified check in the amount of 10 percent of the total quote shall be submitted with quotations and will be retained by the City as performance guarantee until all required work has been completed. At that time, the bid bond or certified check shall be retumed. The City of Otsego reserves the right to reject any or all quotes and to waive informalities. For further information, contact Ron Wagner at 763 -427 -5860 or Brad Belaire at 763 -441- 8137. CITY OF OTSEGO By: Michael Robertson, City Administrator Date: 3/13/06 AB -1 00100 QUOTE PROPOSAL To: (hereinafter called the "Owner "): CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA Project: 2006 Street Crack Filling Project, City Improvement Project No. 06 -10a Proposal of: (hereinafter called the "Quoter "), organized and existing under the laws of the State of and doing business as • * *Insert "a corporation ", "a partnership" or "an individual" as applicable. In compliance with the Request for Quotes, the Quoter hereby proposes to perform all work for the construction of the above referenced Project in strict accordance with the Contract Documents, within the time set forth therein and at the prices stated. By submission of this Quote, each Quoter certifies, and in the case of a joint Quoter, each party thereto certifies as to his own organization, that this Quote has been arrived at independently, without consultation, communication or agreement as to any matter relating to this Quote with any other Quoter or with any competitor. The Quoter hereby agrees to commence work under this contract on or before a date to be specified in the Notice to Proceed and to fully complete the projects in accordance with the schedule provided in the Special Provisions. The Quoter further agrees to pay liquidated damages as provided in the General Conditions of the Specifications. The Quoter acknowledges receipt of the following addendum(s): 1. 2. 3. 4. 5. BP -1 00300 QUOTE PROPOSAL Quoter agrees to perform all the work described in the Contract Documents for the following unit prices and /or lump sums, which include sales tax and other applicable taxes and fees: SCHEDULE Est. Item Description Unit Qtv Unit Price Extension 1. Crack Filling and Joint Repair LBS 24,250 $ $ 2. Traffic Control (Seal Coat & Crack Filling) LS 1 $ $ Subtotal Base Bid $ BP-2 00300 QUOTE PROPOSAL Respectfully submitted: Signature Title Attest: Address Date Signature Title Attest: Address Date SEAL (if Bid is by a corporation) License Number (if applicable) Note: Two corporation officers are to sign if applicable. STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 2006. Notary Public, County, Minnesota My Commission Expires BP -3 00300 CONTRACT AGREEMENT 1.01 THIS AGREEMENT made as of the day of 2006 by and between the City of Otsego hereinafter called the Owner, and hereinafter called the Contractor. WITNESSETH, that whereas the Owner intends to construct the 2006 Street Crack Filling Project hereinafter called the Project, in accordance with the Drawings, Specifications and other Contract Documents prepared by Hakanson Anderson Associates, Inc., 3601 Thurston Avenue, Anoka, Minnesota 55303. NOW, THEREFORE, the Owner and Contractor for the considerations hereinafter set for, agree as follows: 1.02 The Contractor agrees to furnish all the necessary labor, materials, equipment, tools and service necessary to perform and complete in a workmanlike manner all work required for the construction of the Project, in strict compliance with the Contract Documents herein mentioned, which are hereby made a part of the contract, including the following Addenda: Addendum No. Dated a. Contract Time: Work under this Agreement shall be completed by June 1, 2006. 1.03 THE OWNER AGREES to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract, the Contract amount of: Dollars ($ ) in accordance with the provisions of the Contract Documents. a. Progress Payments will be made in accordance with . the General Conditions of the Contract. b. Final Payment shall be made upon acceptance of the Project by the Owner and in accordance with the Contract Documents. c. The final contract amount shall be based on the accepted quantities of work and unit prices as they appear in the Quotation Proposal Form submitted by the Contractor as modified by approved Change Orders or Supplemental Agreements. CF -4 00520 1.04 CONTRACT DOCUMENTS: The Contract comprises the Contract Documents listed under the General Conditions of the Contract including the Bid Proposal. In the event that any provisions of one Contract Document conflicts with the provisions of another Contract Document, the provisions in that Contract Document first listed below shall govern, except as otherwise specifically stated: a. Agreement (this instrument) b. Addenda to Contract Documents c. Bid Proposal d. Detailed Specifications Requirements e. Drawings f. General Conditions or Requirements of the Contract 1.05 SUCCESSORS AND ASSIGNS: This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the Owner and the Contractor respectively and his partners, successors, assigns and legal representatives. Neither the Owner nor the Contractor shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. 1.06 SPECIAL PROVISION: The Owner and the Contractor mutually agree that this Agreement shall be subject to the following Special Provisions, which shall supersede other conflicting provisions of this Agreement. 1.07 IN WITNESS WHEREOF, the parties have made and executed this Agreement, the day and year first above written. THE City of Otsego B , Mayor Larry Fournier By Attest: , City Clerk Judy Hudson Contractor By Title CF -5 00520 ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 2006. Notary Public, County, Minnesota My Commission Expires CF -6 00520 DIVISION 1 DIVISION 1 - STANDARD SPECIFICATIONS The street construction specifications of the contract documents reference the Minnesota Department of Transportation Standard Specification for Construction, 2000 Edition or latest revision. These specifications are available from the manual sales office, State of Minnesota, Department of Transportation, St. Paul, Minnesota 55155 or may be viewed at the offices of the Project Engineer. DIVISION 1 - SPECIAL PROVISIONS TO CONTRACT INDEX 1.00 General 2.00 Project Description 3.00 Project Schedule 4.00 Work Area and Easements 5.00 Legal and Procedural 6.00 Permits 7.00 Private Property Protection 8.00 Maintenance During Construction 9.00 Maintenance of Traffic 10.00 Prosecution and Progress 11.00 Control of Materials, Sampling and Testing 12.00 Inspection and Staking 13.00 Working Hours 14.00 Barricades, Guards & Safety Provisions 15.00 Maintenance and Cleanup of Work Area SPECIAL PROVISIONS 1.00 GENERAL These special provisions contain items of specific instruction and subject matter concerning construction detail and /or are modifications to the General Requirements and Standard Specifications. 2.00 PROJECT DESCRIPTION The work specified within these contract documents shall consist of all labor, materials and other elements necessary to fumish and install, complete -in- place, the City of Otsego 2006 Street Maintenance Project as shown and described in the Contract Documents. The City of Otsego, Minnesota is the Owner of the improvement. The attached drawing provides locations of the project. Projects consist of one type of maintenance work: A. Crack & Joint Sealing This work consists of routing 1/4" wide or more cracks and joints to 3/4" deep, cleaning and heating the routed area and applying a bituminous sealant material as specified in the crack or joint. 3.00 PROJECT SCHEDULE 3.01 Commencement: within 10 days of the Notice to Proceed 3.02 Final Completion: June 1s 2006 3.03 Failure by the Contractor to meet the above schedule shall subject the Contractor to liquidated damages as provided in the General Conditions of the Contract Documents. 4.00 WORK AREA AND EASEMENTS All work shall be completed within City right -of -way. Should the contractor desire or require work areas greater than shown or provided, said area use shall be acquired at the contractor's expense. Contractor operations shall be confined to the work area and /or easements provided and shown unless the contractor provides written documentation showing acquisition of rights to use additional land. All disturbed areas shall be restored as specified. 5.00 LEGAL AND PROCEDURAL 5.01 The insurance provisions and minimum limits of coverage as specified in the General Conditions are applicable. SP -1 5.02 Partial and Final Payments. Requests for partial or final payment may be made for work through the end of any calendar month. The owner is the City of Otsego, who shall act on such requests at regularly scheduled meetings. A minimum of ten working days shall be provided for the engineer's and owner's administrative staff review prior to scheduling action on partial payments by the owner. 6.00 PERMITS The owner is submitting permit applications all agencies having jurisdiction within the project area. The Contractor shall provide all construction permits, if any, required by the City or other agencies having jurisdiction. The contractor shall also be responsible for any municipal, state or federal fees or licenses required for work operations. It shall be the contractor's responsibility for final securement of all permits, payment of any fees and /or bonds required and for compliance with all permit conditions. If the project requires work in and adjacent to Wright County Highway Department right -of -way, the following Wright County procedure and requirements shall be met: "The successful contractor is required to obtain a permit from the Wright County Highway Department before beginning work inside the Highway Right -of -Way. To obtain this permit, the contractor must complete an application for Permit, which will be supplied upon request; provide evidence of bond to another govemmental agency or provide a bond in the amount of $10,000 to Wright County; and provide a sketch of the proposed traffic control plan which must be in accordance with Appendix B of the Minnesota Manual on Uniform Traffic Control. At anytime the surface of a County Road or County State Aid Highway is damaged or removed, the surface must be repaired to its original cross section or to a minimum of six (6) inches of Class 5 and six (6) inches of Bituminous Mixture (2341) whichever is greater. Bituminous mixtures must be placed in lifts not exceeding three (3) inches in thickness for Base and Binder courses and not exceeding two (2) inches for the Wear Course. All backfrll below the Class 5 must be granular. If unsuitable material is encountered during excavation, it must be removed and replaced with granular material meeting Specification No. 3149 for select granular borrow." 7.00 PRIVATE PROPERTY PROTECTION Trees, fences, poles, flower beds, rock and shrub gardens, retaining walls, and all other private property shall be protected from damage unless their removal is shown on the plans and authorized by the engineer. Any property damaged shall be satisfactorily restored by the contractor, or adequate compensation therefore shall be the responsibility of the contractor. The contractor shall be responsible for the removal and replacement of mail boxes and traffic signs in the project area. 8.00 MAINTENANCE DURING CONSTRUCTION SP- 2 Once the contractor commences work on the project, the construction area shall be maintained for the remainder of the project by the contractor at his own expense. Necessary signs and barricades shall be fumished by the contractor. All existing surfaces not scheduled for removal shall be protected. All equipment which operates on bituminous or concrete surfaces shall be equipped with rubber tires. The contractor shall provide reasonable access to all properties, residences, businesses and offices and shops adjacent to the work. The cost of providing and maintaining continuous access shall be incidental to the other work items. 9.00 MAINTENANCE OF TRAFFIC The Contractor shall notify the local Police and Fire Departments prior to commencing construction that will restrict traffic in a traveled roadway and shall again notify upon re- opening the roadway to traffic: Local access shall be maintained at all times. The Contractor shall provide necessary signs, flashers and barricades for any parking or driving lane closures. All signing shall conform to the Mn/DOT Manual of Uniform Traffic Control Devices. All plans for lane closures shall be submitted to the owner and the Engineer for approval prior to any closures. The Owner has filed the application for the permit for construction within any State or County Department of Highway Right -of -Way. It shall be the contractor's responsibility for final securement of all permits, payment of any fees and /or bonds required and for compliance with all permit conditions. Existing traveled road proposed for construction shall be open to traffic at all times. Roads may be signed as "under construction ". No signed detour routes are proposed. Where work is required adjacent to the traveled lanes of County or State Highways. No work shall occur in the right of way of such roads except as allowed by permit. All work related to continuation and control of traffic, including maintenance of traffic, provision of continued access and placement maintenance or removal of traffic control devices shall be incidental to other work. SP- 3 11.00 CONTROL OF MATERIALS, SAMPLING AND TESTING The Contractor is responsible at his own cost for all sampling, testing and certification to demonstrate that materials proposed for use in the work conform to specifications and standards. No material shall be brought to the work site until approved certification is provided. The Contractor is responsible for performing tests and fumishing test results on completed systems as required herein. The owner shall engage and separately pay for the services of an independent testing laboratory to perform such sampling and testing deemed necessary at the work site. Such owner testing may involve on -site testing of materials or mixtures to verify previous contractor compliance and will involve tests to verify contractor construction and placement compliance. The procedures for and frequency of sampling and testing of materials shall be in accordance with Mn /DOT 1603. Tests shall be made in accordance with the American Society for Testing and Materials (ASTM) Standard and Tentative Specifications that apply, except as otherwise specified. Signed copies of all reports on tests shall be sent at once to the Owner and the Engineer. Any materials tested and rejected shall immediately be removed from the site and shall not be used in the work. Any work not conforming to specifications shall be removed, repaired or corrected as required. The Contractor shall pay all costs of retesting. Inspection and testing shall in no way relieve the Contractor or supplier from responsibility in furnishing materials and workmanship in accordance with the plans and specifications. 12.00 CONSTRUCTION SUPPORT SERVICES All phases of the work shall be open to the engineer and the owner. The contractor shall allow the use of the constructed facilities to properly inspect the work as necessary. The Engineer, Hakanson Anderson Associates, Inc., is under contract to the owner to provide construction inspection or observation and contract administration. 13.00 WORKING HOURS The work shall be carried out during normal daylight working hours in accordance with local ordinance and so as not to cause any unreasonable nuisance to affected residents. Under emergency conditions, this limitation may be waived in writing by the Engineer in conjunction with qualified local authority. SP- 4 14.00 BARRICADES, GUARDS AND SAFETY PROVISIONS To protect persons from injury and to avoid property damage, adequate barricades, construction signs, waming lights, and guards as required shall be placed and maintained by the contractor during the progress of the construction work. All material piles and equipment which may serve as obstructions to traffic or hazards shall be enclosed by fences or barricades and shall be protected by adequate lighting when visibility is poor. The rules and regulations of local authorities respecting safety provisions shall be observed. 15.00 MAINTENANCE AND CLEANUP OF WORK AREA Once the Contractor commences Work on the project, the construction area shall be maintained for the remainder of the project by the Contractor at his own expense. The work area shall be kept free and clear of construction debris. When the work has been completed, the contractor shall remove from the site all extra materials, equipment, debris and other supplies. Maintenance, cleanup and restoration of work areas shall be incidental to other work except as provided by bid item. SP- 5 DIVISION 2 DIVISION 2 - STREET CONSTRUCTION SPECIFICATIONS INDEX 2000 General 2005 Scope of Work 2231 Base Reconditioning 2563 Traffic Control STREET CONSTRUCTION SPECIFICATION 2000 GENERAL A. Applicable Specifications Work shall conform to Minnesota Department of Transportation Standard Specification for Highway Construction 2000 Edition (Mn/DOT) except as herein modified. Division 1 of the Mn /DOT specifications, general requirements is also modified by the General Conditions and Special Provisions of these contract documents. B. Work Description The work shall be as described in Section 2.00 of the Special Provisions. C. Work by Others All work involved in this project shall be performed by the Contractor. 2005 SCOPE OF WORK The work to be done under this contract shall include the fumishing of all materials, labor, tools and equipment necessary to construct the complete in -place the City of Otsego 2006 Street Crack Filling Project and all appurtenant miscellaneous construction as shown on the plans and drawings and specified herein. This project shall consist of: A. Maintaining access to the area during construction B. Bituminous Pavement Crack & Joint Sealing C. Project maintenance, restoration and cleanup ST -1 2231 BASE RECONDITIONING 2231.10 GENERAL Work consists of reconditioning the existing bituminous surfaces. Work shall be in conformance with Mn /DOT 2231 except as herein modified. Base reconditioning is defined and limited to work that does not require correction or replacement of base aggregates on subbase soils and is limited to the areas shown or defined on the drawings. Base reconditioning consists of crack & joint filling and sealing. 2231.20 MATERIALS A. Joint Crack and Sealer Material for crack and joint seal shall conform to ASTM D3405 or Mn /DOT 3723 for hot poured, elastic joint sealant. All mixtures for joint and crack sealer shall be submitted for approval prior to use. 2231.30 CONSTRUCTION REQUIREMENTS A. General Crack and joint repairs are to be performed on streets that are shown in the attached plan. B. Crack and Joint Repair All cracks in existing surfacing shall be repaired by filling or sealing prior to construction of bituminous crack sealing. 1. The Contractor shall provide traffic control as per appendix B of the MN Manual of Uniform Traffic Control Devices for mobile operations. 2. "Crack and joint seal" shall be to all cracks with openings greater than W and less than 1-%". Cracks shall be mechanically routed for to a depth of %" and a width of 3/4" inch or mechanically routed for a depth of ' /z" and a width of 1" depending on the crack severity. Routing equipment must be capable of following a random crack in asphalt pavement. All foreign or loose material, vegetation, and moisture shall be removed and the crack cleaned with air blast, mechanical tools and heat lance. ST -2 Any cracks wider than 3/4" shall be routed twice to remove material from each side edge of the crack. No routing of the crack shall be performed within 4 inches of the outer pavement edge. After routing, compressed air will be used to blow the aggregate and debris to the edge and off of the pavement in rural sections. In urban sections, the aggregate and debris must be picked up by a street sweeper and hauled to a location to be designated by the owner within the limits of the City. A final cleaning of the crack must be performed using a high pressure (100 psi) compressed air adjustable head lance with tip temperatures of approximately 2,200 degrees. Routed cracks shall be filled with a hot poured elastic crack sealer applied at proper temperatures and with tools to force the sealer material into the cracks. Application equipment shall consist of an oil jacketed double boiler equipped with an agitator. 3. Sealant shall be placed to within 2 inches of the outer edge of the pavement, any excess sealant should be pushed back along the crack towards the center of the road. A squeegee (shoe) shall be used to strike off the sealant as it is placed. The Contractor shall use a 2 -step process (double fill) to insure a uniformly filled crack with an overbanding safety seal. The material shall be hand squeegeed to insure proper overbanding. In no case should it exceed 1 / 18 " in height and must taper to the overband edges. The width of the overband must be at least ' /a" wide and no more than 1" wide, as measured from the edge of the reservoir. The final desired result would have the material flush with the pavement surface, plus 1 / 16 " minus 1 / 8 ". Any sagging should be immediately filled and re- struck with squeegee. A liquid blotting agent (paper will not be allowed) may be applied, if requested by the provider. No traffic will be allowed on the sealed cracks until the material is set up sufficiently or has been blotted to prevent tracking. In the event that any cracks have sealant tracked out, provider will seal the cracks again in the tracked portion at his expense. 4. Any cracks previously routed and filled by prior project shall be overbanded. ST -3 2231.40 MEASUREMENT A. Crack and joint sealing to a 1-W width shall be measured by weight (in pounds) of hot poured elastic joint sealer furnished and placed. If the anticipated material is not used on said streets, the City reserves the right to use the additional material on other streets within the City. 2231.50 PAYMENT A. Payment for accepted work for crack and joint sealing shall be at appropriate contract price per unit of material or per the measured area for work as shown on the Quotation Form. Payment shall be compensation in full for all costs of routing, cleaning, and completing the repair or seal as specified. The Contractor shall submit the tops of the sealant containers for the proof of poundage to be paid. ST -4 DIVISION 1 - STANDARD SPECIFICATIONS The street construction specifications of the contract documents reference the Minnesota Department of Transportation Standard Specification for Construction, 2000 Edition or latest revision. These specifications are available from the manual sales office, State of Minnesota, Department of Transportation, St. Paul, Minnesota 55155 or may be viewed at the offices of the Project Engineer. DIVISION 1 - SPECIAL PROVISIONS TO CONTRACT INDEX 1.00 General 2.00 Project Description 3.00 Project Schedule 4.00 Work Area and Easements 5.00 Legal and Procedural 6.00 Permits 7.00 Private Property Protection 8.00 Maintenance During Construction 9.00 Maintenance of Traffic 11.00 Control of Materials, Sampling and Testing 12.00 Inspection and Staking 13.00 Working Hours 14.00 Barricades, Guards & Safety Provisions 15.00 Maintenance and Cleanup of Work Area APPENDIX ITEM 8.3 RESOLUTION NO. 2006-09 RESOLUTION ACCEPTING FEASIBILITY STUDY AND DIRECTING PREPARATION OF PLANS AND SPECIFICATION FOR THE IMPROVEMENTS OF COUNTY ROAD 42 (PARRISH AVENUE) WHEREAS, the City Council ordered the preparation of a feasibility study for the improvement on the 16th day of January, 2006; and WHEREAS, such feasibility study was prepared by Hakanson Anderson Associates, Inc. and presented to the Council on the 13th day of March, 2006; and WHEREAS, the City Council has reviewed the feasibility study and declares the improvement feasible, for an estimated cost of $2,662,349.20 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF Otsego, MINNESOTA: To hereby receive the feasibility report with an estimated total cost of improvements of $2,662,349.20, subject to limited amendments in conformance with owners approved plan. Adopted by the council this 13 day of March 2006. Motioned By: Seconded By: Larry Foumier, Mayor Judy Hudson, Clerk FEASIBILITY REPORT FOR PROPOSED STREET AND STORM SEWER IMPROVEMENTS OF CSAH 42 (PARRISH AVENUE) FROM CSAH 39 (90 STREET NE) TO 85 STREET N.E. OTSEGO, MINNESOTA March 2006 Prepared by: HAKANSON ANDERSON ASSOCIATES, INC. 3601 Thurston Avenue Anoka, Minnesota 55303 Telephone: (763) 427 -5860 I hereby certify that this Plan, Specification, or Report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under State of Minnesota Statutes 326.02 to 326.16. 26052 03 -09 -06 Ronald JOgner Reg. No. Date March 9, 2006 Honorable Mayor and Council Members City of Otsego 8899 Nashua Avenue Otsego, MN 55330 RE: Feasibility Study for Proposed Street and Storm Sewer Improvements of CSAH 42 (Parrish Avenue.) from CSAH 39 (90 Street NE) to 85 Street NE Dear Mayor & Council Members: Please find enclosed a feasibility report for the above referenced project. We have determined that the project is technically feasible and will benefit the properties proposed to be assessed. We are available to discuss the contents of the report at your convenience. Sincerely, HAKANSON ANDERSON ASSOCIATES, INC. Ron J i n eE RJW:dmb Enclosures cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, Attomey C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content .lE5 \854MAZGM\ot370FEASIBILITY REPORT.doc CONTENTS I. OBJECTIVE 1 II. PROPERTY LOCATION 1 III. ROADWAY IMPROVEMENT PROJECT 1 A. Existing Conditions 1 B. Proposed Improvements 2 C. Estimated Costs 2 Table 1— Estimated Cost D. Financing and Assessments 3 IV. PROJECT SCHEDULE 3 Table II — Project Schedule V. CONCLUSIONS AND RECOMMENDATIONS 4 ATTACHMENTS Exhibits Exhibit A - Proposed Street Reconstruction Exhibit B - Proposed Urban Street Section Exhibit C - Cost Estimate Exhibit D - Assessment Breakdown • OBJECTIVE The objective of this report is to determine the feasibility of reconstructing Parrish Avenue (CSAH 42) from 90 Street (CSAH 39) thru 85 Street by adding additional turn lanes with traffic signals at 87 Street and 85 Street, and improve the storm water drainage. II. PROJECT LOCATION The project is located within the NE'/, Section 22, Township 121N, Range 23W, in Otsego, Minnesota. The project area and roadway location is depicted on Exhibits Al and A2 of this report. III. ROADWAY IMPROVEMENT PROJECT A. Existing Conditions County Road 42 (Parrish Avenue) was reconstructed in 1990 with two 12 foot wide drive lanes and 8 foot shoulders, rural ditch sections and culverts to provide drainage. The road is starting to deteriorate which can be linked to the increased traffic volume from the surrounding development. City water and sewer trunk lines were installed in 1999 and are located in a permanent easement adjacent to the east right -of -way of the existing roadway, reducing the street reconstruction costs. The commercial lots along 85 Street and 88 Street, are serviced by City water and sewer, while the other properties are currently serviced by private wells and individual drain fields. The existing right -of -way is 100 feet wide through the majority of the project length. The right -of -way expands to 120 feet from 88 Street to 90 Street. Due to the nature of the properties and the upcoming redevelopment of some of the adjacent commercially guided properties, increased traffic flows are expected to affect the capacity and safety of the roadway. The soils in the project area are sands with layers of gravel. The subgrade soils are suitable for roadway construction. No wetlands are shown on the National Wetland Inventory (NWI) map within the project site. Page 1 C: \Documents and Setltngs \Tami\Local Settings \Temporary Internet Files\ Content .IE5\854MAZGM \ot370FEASIBILITY REPORT.doc B. Proposed Improvements This project involves constructing the roadway to handle the anticipated additional vehicle traffic due to the adjacent commercial development. An urban section with curb and gutter is proposed. The typical design section will consist of 6 inches bituminous surface over 8 inches of class 5 aggregate base course placed on an approved subgrade to provide structural support. Exhibit B shows the proposed urban street section with sidewalks to be used between 90 Street and 85 Street. The purchase of additional right -of -way will be required along the west side of Parrish Avenue. The additional right -of -way on the east side of Parrish Avenue will be obtained with the commercial platting of this parcel. Temporary construction easements may be required to allow for roadway construction. The extent of the easement required will be determined during preliminary design of the project. Right -of -way and easement acquisitions must be initiated soon to insure that construction can progress without the restricting the working area. Sanitary sewer and watermain services would be extended to all the adjacent properties. Storm sewer would be installed to replace the existing ditch sections and connected to the existing stormwater facilities. C. Estimated Cost Costs for street construction were analyzed for the proposed Parrish Avenue (CSAH 42) project. A summary of the estimated cost is as follows: Table Parrish Avenue from 90 Street thru 85 Street ITEM ESTIMATED COST STREET $ 1,428,860.00 STORM SEWER $ 215,805.00 SANITARY SEWER $ 12,206.00 WATERMAIN $ 15,920.00 TRAFFIC SIGNALS $ 450,000.00 TOTAL ESTIMATED CONSTRUCTION COST $ 2,122,791.00 5% CONSTRUCTION CONTINGENCIES AND 15% OVERHEAD $ 424,558.20 EASEMENT & RIGHT OF WAY AQUISITION $ 115,000.00 TOTAL ESTIMATED PROJECT COST $ 2,662,349.20 A detailed cost estimate is located in Exhibit C. Page 2 C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content .IE5\854MAZGM\ot370FEASIBILITY REPORT.doc D. Financing and Assessments The basic cost of the construction would be paid by the adjacent benefiting properties. Basic costs include the construction of the wide urban streets, storm sewer, sanitary sewer services, watermain services and traffic signals. Portions of the storm sewer would be paid from the North Mississippi Watershed District Fund. The amount of payment by each property owner would be based upon frontage to Parrish Avenue and the amount of benefit they receive from the project. Sanitary sewer and watermain installation would be paid by the Water Access Charge (WAC) Fund. A break down of assessments is located in Exhibit D. IV. PROJECT SCHEDULE A more precise project schedule will be prepared for the public hearing by our office, once the Council has determined the dates. We have prepared a preliminary schedule shown in the following table. Table II Project Schedule March 13,2006 City Council Accepts Feasibility Report and Orders Plans Early April, 2006 Public Hearing with Property Owners Need 2 Weeks of Notice April 10, 2006 Council Approves Plans, Orders Advertising May 11, 2006 Bid Opening May 15, 2006 Council Award Contract October 2006 Substantial Completion July 2007 Final Completion and Assessment Hearing Page 2 C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content .IE5\854MAZGM\ot370FEASIBILITY REPORT.doc V. CONCLUSIONS AND RECOMMENDATIONS A. Conclusion This report analyzed the feasibility of reconstructing Parrish Avenue (CSAH 42) to meet the expected traffic volume from the adjacent commercial development. The improvement is technically feasible as described in this report. Reconstruction of Parrish Avenue is necessary due to the capacity of the existing roadway. The current roadway cannot safely support the increased traffic volumes of the proposed commercial development. The project will be funded primarily through assessments to the benefiting properties. Additional funding for the trunk portion of the sanitary sewer and watermain will be provided by the SAC/WAC funds. Some funding for the storm sewer will be from the appropriate North Mississippi Watershed Fund. B. Recommendations We recommend the City Council accept this Feasibility Report at their March 13, 2006 meeting and schedule the public hearing. Allow for two week public notice period requirement, MN Statute 429. Page 3 C: \Documents and Settings \Tami \Local Settings \Temporary Internet Files\ Content .IE5 \854MAZGM\ot370FEASIBILITY RE PORT.doc EXHIBITS MISSISSIPPI I I 1 WATERFRONT SHORES 1 D EVELOPMENT DEVELOPMENT ) 1 1 0_1) CSAH 39 ! 1 . M II .�; DR ADDITION I - xI DEVELOPMENT ; I I l = I i 1 II 11 ,,00 o ,00 too . If < l SCALE IN FEET , ! I I . _ T C ! t";.: 4 88TH ST NE I ' z m4:- t s 1 :::::d _ ' :p t i nt '. , Al (1) I GREAT RIVER F f I: CENTER - - -- - -� - •:_•. 'I '' DEVELOPMENT 1 (PROPOSED) ' `1 �.Ii +lob ------ , -4.,,,4 - : T. .,., 1 11V111.1 tr PROPOSED RIGHT -OF -WAY — - - - - — )' t EXISTING PROPERTY LINES ----- - ' 7 7p[ { ((( rt.; I Hakanson Anderson Assoc., Inc. PROJECT AREA SHEET Civil En Lana rvrs EXHIBIT A —t OF 3601 Thurabn Ave., Anoka and , Minnes 553 C3.A,H.42 (PARRISH AVE) 763- 427 -5860 FAX 763- 427 -0520 CITY OF OTSEGO, MINNESOTA SHEETS www.hakonson— ondenon.eom mar 09. 2005 - 8:310 0T370 K \ead_mg \1md projects -2005 \0T370 \tea \OT370- E059a.awq !E 1 I i` I 87T -I-I T =. Nd€ PROPOSSED) == I j �' '1I I N! :1tO; :1. _ j . I 1� I �=: -Ilk i ' GREAT RIVER N[1 CENTER I Imo= ,�I.I DEVELOPMENT H � I (PROPOSED) 1 I0 I 200 0 200 400 • 1_ f I: 1 1 SCALE IN FEET � PROPOSED RIGHT-OF-WAY--------- --- I r 1 I k :11 EXISTING PROPERTY LINES — - l t I :'I r 1 I r �, !; 4 - —(: .. `` — - -- ;._ — — - _ T ' ------ 1. 1 - �_ - - -_� . , / ; T 7\ .. ?TSEGO J ! ''i • t E , ` ERCIAL PARK '` 1 COMM ' ' f. : I , DEVELOPMENT - - - — 1 STONEG�,TE \ `, • >, x • _ :.E :Si4TES ',� • _ �: � ,�` " - DEVELO - is , ---1 \ c: ,-',. •.: ,,,, •-'" .:.. I— -77 71 1 1 ' i r 1 . . . — • , . ,-- — __.: r— — 1-1 t 1 F . s ... . c \ , ..., : i i 4 I i E i i ;,y , h b ' 1 1' 1 Hakanson Anderson Assoc., Inc. PROJECT AREA 2 Civtl Eng an La S urve y ors EXHIBIT A -2 n 3601 Thurston Ave.. Anoka, MinMSOta 55303 C.S.A.H.42 (PARRISH AVE) OF 763 - 427 -5860 FAX 763 -427 -0520 CITY OF OTSEGO, MINNESOTA SHEETS uar OIL 2006 - s:2Bom 0T370 K: \eod_,nq \land 0 s-2006 i OF ROW 1 1 1 ROW i ROW 130' _ —4.65' 1 6' 6.3' _ 11' 11' 11' 11' 11 11 _, 11' 11' 6.3 6' 2.07 1% 21% r�° 21% _ 2 - - 2.1%_ 2.1% — 2 ' � � � � i%%/%/%% /%/%%% U %%% .... %/%% % / %, „ „ „, / % / / / / / / / / / // % ��i��i✓i i ✓✓ I1I T i iiG *W/<N14 /N 8624 CURB INSET B CROWN POINT CROWN POINT AND GUTTER INSET A INSET A 1 1/2” BITUMINOUS WEAR SPEC. 2360 MVWE45035B ■ iii% 2” BITUMINOUS NONWEAR SPEC. 2360 MVNW35035B / / / / / / //. 2 1/2” BITUMINOUS NONWEAR SPEC. 2360 MVNW25035B 8" AGG. BASE PLACED CL. 5 SPEC. 2211 All& INSET B MEM 4 " -3A32 CONCRETE WALK SPEC. 2521 ..<` 6" MIN. GRANULAR MATERIAL, INCIDENTAL (MAY ■ BE OBTAINED FROM WITHIN PROJ. LIMITS) Liar p 2000 _ 4:37pen * DESIGN SPEEDS 40MPH :: \cod_.nq\lond preJ.ct.- 2006 \Ot370\drq \0T3 E - DESIGNED BY: DRAWN BY TYPICAL STREET SECTION SHEET Hakanson Anderson Assoc. Inc. EXHIBIT B 1 JDP ADS ct01 uMon•ru Land S ots 5 OF 3601 Thurston Aw.. A,wk a IAI ss303 ors C.S.A.H.42 (PARRISH AVE) 763- 427 -5860 FAX 763- 427 -0520 CITY OF OTSEGO. MINNESOTA SHEETS www.hak — andor„on.com OT370 PROJECT SCHEDULE CSAH 42 (PARRISH AVE.) FROM 85 ST. NE TO CSAH 39 (90 ST. NE) Street Reconstruction and Traffic Signals Street Sictnals Pre - Design meeting with Utilities Wed. Feb. 15 City authorization for Feasibility Report Mon. Feb. 27 Field survey complete Tue. March 1 Layout Plans to County for Review Wed. March 8 Wed. May 3 Feasibility Report to City Council Thurs. March 9 City Council Approves Feasibility Report and Mon. March 13 Orders Preparation of Plans City Council Orders Procurement of 4 properties Mon. March 13 for Public Improvement Review Plans to MN/DOT State Aid, Baxter, MN Thurs. March 16 Review Plans to Wright County, Buffalo, MN Thurs. March 16 Public informational meeting notice to newspaper 10:00 AM Fri. March 17 Public informational meeting notice Star News Wed. March 22 & 29 Final Plans (90% set) to City Council Wed. March 22 Wed. June 7 Plans (90% set) to Utilities Wed. March 22 Public informational meeting After April 5 City Council Approve Plans and Order Mon. April 10 Mon. June 12 Advertisement for Bids Ad for Bid to Construction Bulletin 11:00 AM Fri. April 7 Ad for Bid to Elk River: Star News 10:00 AM Fri. April 7 Advertise: Elk River: Star News Wed. April 12, 19 & 26 Advertise: Construction Bulletin Fri. April 14 & 21 Opening of Bids Thurs. May 11 Thurs. July 6 City Council Order Improvement, Approves Bids Mon. May 15 Mon. July 12 and Awards Project Bonds & Insurance Submittal Review & Approval Notice to Proceed Wed. May 24 Preconstruction Meeting Thurs. May 25 Mon. July 17 Start of construction Mon. May 29 Operational completion (all underground) June 2006 Signal Contractor Submits Shop Drawings July 2006 Signal Contractor Orders Mast Arms and Cabinet Mon. July 31 Signal Contractor Construction of Signal Bases, September 2006 Conduits and Pulls Wire Substantial completion (1 & 2 Lift of pavement) October 2006 Placement of Traffic Signals January 2007 Traffic Signals Operational March 2007 Final Lift of pavement, Final Striping June 2007 Assessment Hearing July 2007 July 2007 ITEM 8_4 CONSTRUCTION PLANS CITY OF IMPROVEMENT PROJECT 06 -04 i RIVER ROAD TRUNK WATERMAIN AND FORCEMAIN ALONG °" TBED" GREAT TRUNK HIGHWAY 101, C.S.A.H. NO. 42 AND C.S.A.H. NO. 37 FOR SHEET INDEX THIS PLAN CONTAINS 18 SHEETS CITY OF OTSEGO, MINNESOTA 1. nnE SHEET 2. TRUNK FORCEMAIN ALONG C,S.A.H. NO 42 STATION 0 +00 TO 11 +00 3 TRUNK FORCEMAIN ALONG T.M. 101 FRONTAGE ROAD STATION 11 +00 TO 25+00 4 TRUNK FORCEMAIN ALONG T.X. 101 FRONTAGE ROAD STATION 25 +00 TO 39 +00 5. TRUNK FORCEMAIN AND WATERMAIN ALONG T.H. 101 FRONTAGE ROAD STATION 39 +00 TO 48 +00 6. TRUNK FORCEMAIN AND WATERMAIN ALONG T.H. 101 FRONTAGE ROAD/ C.S.A. H. N0. 37 RAMP C STATION 48 +00 TO 61+00 7. TRUNK FORCEMAIN AND WATERMAN ALONG C.S. A. X. NO. 37 RAMP C/ T.N. 101 STATION 61 +00 TO 75 +00 8. TRUNK FORCEMAIN AND WATERMAN ALONG T H 101 STATION 75+00 TO 81 +00 9. DETAILS 81 -07. CROSS SECTIONS PROJECT SITE . ,'r t hereby certify that this Dlan, aci /icolbn, or report wos prepared by me or under my direct supervision an d 1001 1 , '" ' , om o duly Licensed Professional Engineer under the lows of the Stole of Min •10 , .. ... / / �.. 26052 � •AD J. ^' P, a .... .__ CIT Y ENj ER License N .... o // � �� . U .01 41600 LI . 1A ., P.E. License No. Da 0 e— PROJECT ENGINEER ■ ) 3,. a OTSECO -/ i I 00640 COMM, 0I1.1100014 0 w 0 0 VICNTY MAP DATE REV151014 ' Anson Anderson Assoc.,Inc, SHEET 1 OF 9 SHEETS • N.E. RIVER ROAD (C.S.A.H. NO. 42) _ .. _ BEND 25 I 1- �, r I A. • •....... ;� = — T / - I T _ \ l/ ry 1I� rI 7i / . �. STA X10 +86.31 , \ \ \\ \ \ \ • • � � •`; _ - STA.-3 +15.92 ,� 1- 12' -45' BEND \ '� 1 -16 "- 11.' - Y ryc vs xa.4446. \ • 4 'u 1 -8" - 11. 5 ' BE .w Env s a ,- 16 " -45' BEND `1� '' L\ 4 WATER MAIN 16" ' AUa.R m.TO %ec CLEANWT NANHOL* \ 9 1 WATERMAIN \ \ LIFT STATION EXPANSION • \ F t.e• erc p loyp -' \ ' (BY OTHERS) ., , AM .t3T Sa[ \ \ '� NOTE: DETAIL \ \ \ \ A O \ \ 11� \ CONTRACTOR MUST CONTACT �` \ \ 9 0 • GOPHER STATE ONE CALL' AT \ \ (651)-454 -0002 FOR LOCATION OF EXISTING UTILITIES BEFORE START 50 0 50 loo OF CONSTRUCTION. \ SGA E N MT PROPOSED ELEVATION 870 865 \ ... `—' -- EXISTING VROFAE OV FORELAAw -. -. _... _... ...._.. ..... ..... _ -. . ..__. . ._.. ._. JACKING AND LIFT TO ON 1" FM EL EV 85 603 860 , STATION EXPANSION ... - T a 16 FN ELEV .856.2 --- _ RIM 65 855 TOP OF 16' FM BY OTHERS — — — — — — — — — . — s \ — — — 36 660 ELEV.A857.40 ONNECT TO EX IST IN G FO RCEMAIN _ pp pp _ .434LF - 12° P VC C_ TOP OF 12" FM ` \ `- �rl,��J.7� / /' 9341 - - 16° P 900 AT 1 05; 3 ELEV. 855 ` �� - C - 9 05 A7 1 .05; f TOP OF ' F ELEV.�651. 503 TOP OF 12" FM 400LF- 2" PVC -900 AT 0.12; 3 ELEV. 400LF -16" PVC C -905 AT 0.125 t TOP OF 16" FM �F o il ELEV. =851.0 850 i2 645 Q, . ...... . ..... .... ......... ... .............. ... ....... 845 O 3' .,6 .,6 640 F 840 = JF i y p� < 835 P. w �� 635 8 FA' : Dc z O W + vm tj EnsINC4 o 1 2 3 4 5 6 7 6 9 10 11 12 DATE REVISION I he cerbly AAA 014 ANA NA.A6AAA. =NIR .P.n ... rowed by ...r uns.r. . MM CITY OF TRUNK FORCEMAIN ALONG C.S.A.H. 42 6 .l .,M ea, 1 ors . due 11111 Hakanson Anderson Ass Inc sRE Lceowl Rolm* Angus ene.. IAe suss. oR: Civil Engineers arse Lana surveyor. OTSEGO STATION ERMAIN AND FORC N.. a o,. 5.11.• a, k......1.. LKA 1I /28/05 ,1501 54.0604 Ave„ Nub, MiN.sNO 55303 OTSEGO TRUNK WATERMAIN AND FORCEMAIN 2 0 ®R 86 Rt. 763- 427 -5860 FAX 763 -427 -0520 IMPROVEMENT PROJECT 06 -04 m 9 D. L. No. - 11500._ WL 0062 ....NOkanson onderyon.com ON THE GREAT RIVER 8010 CITY OF OTSEGO. MINNESOTA -. .. .. 576570 ti� FRONTAGE ROAD M s / / / s>A °a s/ / / _ ,� / , , � ` , ../ �= w uN Y S A y 0 � EXISTING RIGHT -OF -WAY � �� • �. i TA2 ? 11.25 8 BEN0 - 1 01 • NI4Mw i.. ' I ' 125 _ - 1- 16 " - 11.25' BEND . \ N •' `/� \ 12" FM -19LF OFF BACK OF � � • ,. CURB (EDGE OF PAVEMENT) \ \ s I6" FM - 22LF OFF BACK - OF. - � � \ • - CURB (EDGE OF PAVEMENT) `f.stP/ 4 47. . - ! r" --' - '� �"_` 1 _ ^ 2 - I6 ---- #44aresdl CExRwe[ -GATE VALVE ^ OS STATE'S CONSTRUCTION LIMITS »� _ STA ■12 +37.73 " ^ _ _ — ^ �. ^ ^ DETAIL - 1 -12"- 11.25' BEND ^ �� , \ -/ �^ ^ ` _ �� ^ _ 1 -16 11.25' BEND \ ^ _- a . . _ - ^ ' � - ^ - // �� i �'- $TA. :13+77.73 x � ---___ 1 -12"- 11.25' BEND STA. =14+9278 r NOTE: *--� - 1-16 BEND � � - ------ 1 -12"- 11.25' BEND CONTRACTOR MUST CONTACT 1 -16 11.25' BEND PROPOSED RIGHT -OF -WAY "GOP - STATE ONE CALL" AT eTw (651)- 94 54 -0002 FOR LOCATION OF 50 0 50 100 EXISTING UTILITIES BEFORE START ... .. ... .CONSTRUCTION ....... . ..... SCALE w FEET PROPOSED S ... ..... .. . ELEVATION / ` ...... ... . . . . .... . . .. . .... .... ..... .. .... ...... / -.. 890 . - . . ♦ 890 ........ ... 885 STATE ATE PROPOSED ./ ♦♦ • 885 880 / / 880 TOP OF 12" FM 875 / TOP OF 12' FM I ```` '.... . T i 17 3 875 rm / ELEV OF 1 6.303 I L \ �, `-- __-- -_ -___ ELEV. =B70503 - / TOP 16" FM STALE 0051INGE PROFRE / ELEV. =870.503 FRONTAGE ROAD - - -- 8 70 J i � 870 z / 550LF -12" PVC C -900 AT 0.00% ± F 550LF -16" PVC C -905 AT 0.00% ± 865 o % } / 865 VC C -900 PI 22 9- } i 860 u RIM= 861 8 � T 6" P yC C -9 // 860 TOP OF 12" FM _�____�_ -- - ELEV =850.803 ___- - - - 855 TOP OF 16" FM _ . .. ... . . ... ..... ....._.. ._._... . ..... . .. ._. . . . ... -_.- ......._ ... .. - -.... __ .... . ._.. . ...._ _....... _ _..._ _.._ 855 ELEV. =851.003 ... .... ......... _ ..... / 8 850 ` 4 . ....................... .... -.. ........... mo 11 12 13 14 15 16 17 18 19 23 21 22 23 24 25 DATE ' REVISION 1 h..ey mere Rol me Non. io.h HMS Sr ^• ^ " ':' .U M CITY OF TRUNKFORCEN I � Hakonson Anderson Assoc., Inc. WNALONG SHEET -1— Nwt 1 e= „r,r Ins a . re OTSEGO T.H. 101 e . . Profession* Lynw. e Res. D1R Civil EngEngineers and Long Surveyors 11+00 OE ROAD 3 . a R= slm. a F4.,..ele_ LKA 11 /28 /DS 3601 Thurston Ave., Anon, Renew*. 55303 STATION 11+00 TO 25+00 m ®R All le 763- 427 -5860 FAX 763 - 427 -0520 TRUNK WATERMAIN AND FORCEMAIN 9 1 ✓��4� IMPROVEMENT PROJECT 06 - 04 e un onw exvN we., Del. lie N.. 41600 NW 07626 re. .NK - ROnrcnwMenon.mom ON THE GREAT RIVER ROAD ,.. �..�:,,,�.,,�� „�,,, ,,,,,,.,,_: ., ��a. - CRY OF OTSEGO, MINNESOTA PAPS FRONTAGE ROAD STATE TRUNK HIGHWAY NO -. 101 - -- - - --- — _ _ .. '17* EXISTING_RI§Hr -OF -WAY __ — - _. _ ' - -- SZ i _ __ _ �- STA 38 55 - 12 " FM - R „ 1915 OFF BACK OF 1 -1R -11.25 BEND At E M AS tN CURB (EDGE OF PAVEMENT) 1 -18 "- 17.25' BEND — _ -- -- _ STATE'S CONSTRUCTION LIMITadman _ -- At IXNR.InR CURB EDGE PAVEMENT) \ ``PROPOSED RIGHT -OF -WAY .a e' ON Own, NOTE: n --- F ' � MOT set CONTRACTOR MUST CONTACT — "GOPHER STATE ONE CALL" AT I�-I DETAIL (651)- 454 -0002 FOR LOCATION OF JD D 50 No mu EXISTING UTILITIES BEFORE START .. ......... ......... ......... ...... OF CONSTRUCTION. w FEET PROPOSED Q ELEVATION 890 .. . .. .... ... STATE PROPOSED PROFILE 995 . ... ..... 885 FRONT ROAD __ ______ _____ 880 STATE EAISTWQ G PRoriu 90 AT AT _ FRONTAGE ROAD � � 880 _____ _______ - TOP' OF 12" FL/ ELEV. B - 6. ____ OP OF 6" TOP OF 12" FM ___-- -- - - -- ____ ELEV.-674. 3 __- T 1 FM 875 ELEV. =870 +-- "' - - -- -_ - ELEV..871.803 TOP OF 12"� TOP OF 12" FM C 7 0 875 -- TOP OF 16 -FM . ELEV. 870.503 TOP O 870 TOP OF I6' FM 28015 -1 2 __ __ - _ PVC 'C- 900' 0.74R 0.74R t t TO OF 16" FM 37015- 2 PVC C -900 AT 0.4 ± ELEV.- 872.003 \ __.. 28011 -16" PVC C - 75015 -12" PVC C -900 AT .00R ± ELEV. 870.503 . 37015 -16" PVC C -905 AT 0.41% t 870 ------ - - - - -- LF 750-16" PVC C -905 AT 0 0.00% ± 870 965 665 960 960 _.. z i 855 ° _._ _.._........ _.._... 855 a 3 8 2 + ry n n 'Al + wc4 25 26 27 28 29 30 31 32 33 34 35 36 37 39 38 DATE REVISION I nor. <Nth 3Aat this s.. milk.. o *. T RUNK FORCEMAIN ALONG SLEET a E . no .r '"0 Pu n" " TIM I < T.N. 101 FRONTAGE Hakanson Anderson Assoc I nc. CITY OF OTSEGO . of St.i.,of N.G. ,,<.. the MR DR Crvi1 Engin.en and Lone s1<Fwoyors 4 STATION 26+00 TO 38+00 a tM sIm a ,A,u -, LXa 11/28/05 3601 Thurston Are, Anaw. M 55303 TRUNK WATERMAIN AND FORCEMAIN WILL. l NORM JR. PE mar RI[ ID 765 - 427 -5860 FAX 763- 427 -0620 `I� �r T vNI/ 9 IM P ROVEMENT PROJECT 06 - 04 « ,.o�.. .. , a =• : roswlez <xPU -r... Dots Lk R. 0600 WLM 07626 www. Sok.ns.n - onEenon. ON THE GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA SHEETS FRONTAGE ROAD STATE / TRUNK HIGHWAY ... r. . -._ - ---- -_ - _. W'4 _ _ -_ - TAE 46 •_ - . - - - ___ �_ +88 EXISTING B PVC (ORCEMAIR - - -_ - _ _ 1 I'- 225 /- »_ -. \ 1 - 16" -22.5' BEND - SZ ..- - % I .� 1 . -T _ 1-- —( �� /RD... -.M1/ N 1 WATERNAIN_ EXIST G 6" N I • is r , \ -�� -�C7� ` \�, \` 16..X 6' GATE 6 VAL VE :... ``\ - _ _� ..X N — X ` 5712.40 +17.72 I T j1' _ 111:29 •••• :N0..„ � \ AND 1 51E -6 DIP CL 52 PROPOSED PO 0 BY Nn /DOT \ 1 12 "- 11.25' BEND 1 -16 "- 11.25' BEND -- �. -16 "- 11.25' BEND I f— REND —t_" � • �PROPOSED RIGHT -OF "WAY ; , Alo- PM: w rw,R • f ; ` �\ [ ccx,rwaN 5TA..47 +47.64 STA. =48 +20.83 av NOTE: 1 -12 "- 11.25' BEND Z . CONTRACTOR MUST CONTACT �� 1 _ 7 1 -12 "- 71.25' BEND PVC Ott Salm 'GOPHER STATE ONE CALL" AT AND y 16 11.25' BEND 1-16"-11.25' BEND �-- (651)-454-0002 FOR LOCATION OF S EXISTING UTILITIES BEFORE START DETAIL •► 0 OF CONSTRUCTION. Y1S scAl[ Pt r[n ..... ... ... 2222 222 .. 222 222 ......... - 2222... 2222.. -.. 2222 -2222 ......... ......... 2222... .. ......... 2222.. -.. ........ 2222. 2222 . 2 22 2222. .. 2222.. ... 2222.. 2222. .. ... -2222. -... 2222. ........ ......... PROPOSED 1 ELEVARON DIP F EXISTING si9. 22 . 2 222 . . .. ... .. . .. ... . . . . 2222.. 2222 WATERNAIN D VERI TTLYG88283 EXISTING 16" TOP 16" DIP 910 APP935 ROXIMATELY ......... ... 2222. ......... ......... 2222... -. ........ 2222.. -.. ......... ......... ......... ......... 2222. 2222 ......... 2222 -. ...... 2222 - - -.. ......... ......... .- 2222... .- 2222... ......... ... .. 905 _ -16" DIP CL 52 44Lf CUT EXISTING 16" DIP 16 " -45' KENO WATERNAIN INSTALL TOP OF PIPE 16 "X16 " %16" TEE, 885.00 (2) -16" BUTTERFLY 900 u 900 (2)-1C AND (2)- 25LF -16" DIP CL 52 • N I6" SLEEVES c 2 16 " - 22.50' BEND \ 895 _ _ STATE FRONTAGE PROFILE / Th or 12" FM 895 TOP OF PIPEr865.50� 7 i z • , . ELEV..B91.Q03 < c EV. 882.003 __ .. .- - �o DETAIL INSERT A In STATE (RISING 4 PROFILE - / �E i \5 BP 685 66$ FRONTAGE RO - I•• i :� - - �� - ' -/' 5.4 1".1 E)- : PROPOSED 16" WATERNAIN ' ''l �� '~" `` � - -_. -- "' - - --- PT 3 g 3� * ' CONNECT TO E[IS71NG I6" WATERNAIN r 70P ai 12" FN G" 000 Pt 3 (SEE DETAIL RGER7 A) 880 LE V.. 877,65# • 9 VC G - 905 990 _ I ' m TOP OF 16' FM F � ■Z , �G E�EV .90 3 "' � AT 0.758 i ELEV..877.853 1 00-, 1 6 F -12" PVC C- at ELE eii 70 w 5 F_16" PVC C -905 AT 0.75x f 875 875 a 1 - - EXISTING 16 "- WATERNAIN m c ... � __.._ _ . _2.222. . .. 222__2____.. _ .. + 870_•__ - ._- 22___22. . 870 . X $ e . _E %IS71NC B" fORCEMAIN� 39 40 41 42 43 44 45 46 47 46 49 I DATE REVISION Mushy c.d., that ar Era .P.['EAelen. TmoR T RUNK FORCEMAIN AND WATERMAIN S+EEI nP«I •° Pw«.[ A "« « ""a« "T JJM ' Hakan An Asso Inc. °TM °F ALONG T.H. 701 FRONTAGE ROAD a...4 amnion wOW Iwe e4.ti OTSEGO 5 N P. z= E. e.« •.. 0• �e : e1.0 Eny1..s.[. and Land surveyors S TATION x+00 T048 +00 lie..• r.. a '"' slm a r..w«a .I LIfA Oa t t 28 OS 7601 1ARMw A,•., Anoka. L4ee[Sele 65303 TRUNK WATERNAIN AND FORCEMAIN Puna E I[ORR6, AL. P.c 14 ®R IM IA 763- 427 -5660 FAX 763 - 427 -0520 IMPROVEMENT PROJECT 06 -04 9 r mnwlsx�aa� +nws-.u Dote Lk. R. [1600. WLM OT626 rr.Nek°naon- aM am ereon. ON THE GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA s ",[,.. FRONTAGE ROAD /C.S.A.H. NO. 37 RAMP C 571..49+70. -. / 1 12 "- 11.25' BEND ' 1 < � �\\ \\ 1 -I6\,- 11.25' BEND ; T;Z.50 +15' BEND I I ' I �. F ' • �� ` 1 -16' -22.5' BEND ' ` A.:4",,, / ` 4 HYDRANT GATE VALVE M r 1 f - - HYDRANT 61.5 \r 16 "X6" TEE - • !Z r . \ �\ r \ 121E -6" DIP CL 52 1 T O P EXISTING 16" - - ■ ., DIP W .900.0 IN • /' \ \`Y �._ I i Q ELEV .900.03 / ^ \ \ _ / ( I y I I (FIELD VERIFY) ��- i / 09 _ STA 48 +20.8 \ '� - - �-' ) / ENO -- __ - , .t6,tg ....... ..„..,CL �q 1-12"-11.25' .-� [ ' U EXISTI7{G 1V' Cr WATERMAIN 4 - �� \ II WATERMAIN., _� � 1 ((2 5 )) 7 16 4 BUTTERFLY VALVES 9t \ \t ELEV. -89 3 �� (2 ) 16 SL EEVES 10 - , 9 • ' If ET TAP A It GATE VAL 6 1 6 _ _ I \ N TO 1HE 16 DIP 7th-), I (� T SALL 9LF -tfi E"\ `. l 45 BENS 1201E A6 � P I �1I� '' ' '� f lll l'� ' � ' / A NO HYDRANT 6' DI I qt � . � N p 1 OT; \ Y/A7E I ' 917 / -GOPHER MUST CONTACT 1 , 1 / I ' j I p r ' I 1 I q 10 F / "GOPHER STATE ONE CALL" AT I r LIE' / � / p - gt6 // ^'. A 1.4,..,..,«,... (651 )- 454 -0002 FOR LOCATION OF f r / ust Ea[ EXISTING UTILITIES BEFORE START INSTALL I6' Xt ' %16' TEE---....„ .,gy n & l e 4) 1 .. qt. _ E INSTALL 16" B �TTERFL7 VALVE' y s _ G - g1 0 �1" xt ax OF CONSTRUCTION . — 1 , .•....__.. 1-12;;-11.25' A 56 +52.25 � � -, �z waves* BEND N ie resi aoi x' ��I i BUTTERFLY " 1-16 -11.25' BEND ^ r SO loo I 'r L r. . , ' 1 •y DETAR o so - I Nn sv� w FEEL PROPOSED Ii Q C.S.A.H. NO. 37.917.61 '" \ ELEVATION i — . 920 _ ...... .. . .. .... PROPOSED 5 0.0 PROFYE r _ --- — . .. _ ... .. - - -- \ _ 920 1:4 SLOPE/ \ 915 '.- ✓ \ 915 TOP OF 12" FM 1:4 SLOPE 1:1 SLOP \ \ ELEV. =902602 EXISTING GROUND OVER 1:1 SLOPE TOP OF 16' FM � PROPDSEO FORCFAIAN \ .902 60± 910 "N .\,./ \` 910 / -- - 1 _ .... lam__ - -- `— `/ T12 M ELEV.. 901. — _ — — _ — — 153 905 ^ TOP OF 16" FM WATERMAIN 7 5 11 5 1 DIP ELEV..901.353 MINIMUM COVER — : 905 WATERMAIN y.5— 0. 52 WATERMAM MINIMUM COVER 2901.1-12" PVC C -900 AT 0.508 3 TOP OF PIPE TOP OF 12 nA - , - TOP OF 12 FM 2901E - PVC C - 905 AT 0.508 t 900 TOP OF 12" E71E6,69150* • " ELEV..893.803 Of 16" FM TOP OF 16' FM .... ... .q. ........ .TOP. OF .l6" FN ELEV OF =9 PIPE " 1.303 WM 900 ELEV. - 893.503 D1P '.CL 52 LEV..B93.70i ELEV..B94D03 TOP OF 16" FM ELEV. - 893.703 16 WA7fRMATp pp 1‘,11 y39 895 TOP OF t 1. § ± 1 , `__ -C � q 0S 89$ .. TOP 9 OF t. 3 1 a rc . ��di1 ____ pJG G TOP OF 16 -_ 1Ffd.�P F3fcT3P-3fd�iEz .... 11„ p vc ELEV..892.003 � � !l9t4W—a5 ?!Sd!i"�Stss9. -___ 2 A1V F - Y6 3301E -1 PVC C - 900 AT O .00R t - 890 pT -1:138 3 33011 -16 PVC C -905 AT 0,00.X. JAC KINGS ON TRU T I :Y .TH R 890 15015-16 ' PVC C- 05 AT 1.1 u- n 885 W .ko 17 6 885 n. 2 - 8 n + < i o N 8 880 °` g 4 n n e 1, a memo( Y " s i 6€ 6€ i 8 € € € Y 6 " s c - € . Y . .s E $ .. § .. g .. 1. i i f :: c : z z A E' i 5 E : 5 i 6 i i ?Z 880 NEWIIW 48 49 50 51 52 59 54 55 58 57 58 59 60 81 DATE REVISION 1 NM7 sags Het RV. a.t. Kedleston. 10008 TRUNK FORCEMAIN AND WATERMAIN er next " ° j , ss q , '"• USA Illnil Hokanson Anderson Assoc -, Inc. CITY S E ALONG T.H. 101 FRONTAGE ROAD s„E E s um on0 G..Lammed a t . el Ens* en. IN IRON NE Civil Engineers one Lana Surveyors j 'I GO 6 STATION 48+OD TO 61 +OD I... a w sat. a 1.in..aw LHA 11/28/05 3601 mentors Ave, Rewa Mi+eWa 55303 TRUNK WATERMAIN AND FORCEMAIN 9 VgLw t. IIOeRR. Jt. v.[. war RE ID. 763 - 427 -5860 FAX 763 - 427 -0520 IMPROVEMENT PROJECT 06 -04 **0*** N q ^ ,n_ ,Wlagy vtONTyy_twey Oa. L'.. N. WLM 07626 w..nwaNOn- anaeraon.com ON THE GREAT RIVER ROAD CITY OF OTSEGO. MINNESOTA E1_ C.S.A.H. NO. 37 RAMP C / T.H. 101 .STATE _TRUNK ..... _ 101 TR HIGHWAY NO - -- __.__ - - - - �-�' BUTTERFLY VALVE -.. - _ �"'-,- ""`-. . E %IS71NG R GHT -OF -WAY " _ I _ 'A _" i'. +- 868 TA .69 +71.64 m T = 1 �' /�� - -'�� 7��. 1 BEND �T«R ^�-� ' __ _-- INSTALL 16' 90 2 .�� s " BUTTERFLY VALVE y04 506 ��' " BEND .. PROPOSED RICNT -� -WAY (4 113 ), A = �ri�l - - T 916 pB EXISTING DRAINAGE EASEMENT 1 L ��906—' -. b ""D rawmmi 10*0604 �. / .� DETAIL 11 ON NORM ■ NOTE: �' ..ca 30.1 - — - CONTRACTOR MUST CONTACT ...�_ • m sm - " GOPHER STATE ONE CALL' A7 - (651 -454 -0002 FOR LOCATI OF MC — DETAIL EXIS UTILITIES BEFORE STON ART 50 0 so loo :rs OF CONSTRUCTION. 541E Ix fFEI PROPOSED C ELEVATION 930 .. _ . ...... .. ...._ ...._... ..... . . _ .._. ___ ........ ........ ....__. ......... _. ._ _....... - - . - -.... ..__._ ___... .. . -... _...... ........ _... 930 \ 925 925 _ -- ... EXISTING GROUND OVER ,, PROPOSED PORGES. -r \ \ \ \\ .... W �% PROPOSED PROLE \ \\ % ' 920 .... ..... .. ................................... ........ ....................... ................. / ... ... ........ \; .... -.. - ...... ....... ..r / 920 915. .. . ... . . .. .. . ..._ ... . ...... ._.... . TOP OF 12" FM 915 ... . . .... — WAIERMANJ 7.5` ELEV. z 909.803 TOP OF 16" WM MINIMUM COVER ELEV.w910.003 ELEV.= 910.SU3 TOP OF 16" FM TOP OF 16" WM TOP OF 12" Fu ELEV..910,003 ELEV..902.603 TOP OF PIPE TOP OF 16" FM / - 910 ELEV.- 902.803 - .. .910 ..... / T•' OF 16" Wu CL 52 ._ WA7ERMAIN 7.5' ELEV..9D4.603 �tP .. OF PIPE mNINV COVER ' 1400LF -12" PVC C -900 AT O. S1A / 905 - - 2. 1400LF -16" PVC C -905 AT D.51X t / .0111111/0/11/111.°'- 905 16 1400LF \ / _ .. .__._ ....._..._._.... ... ......_....._ ............. _.._. -.... ................ 900 . ‘ ....... ...... ............................ -.. ......._ _....._ _............ _. __.. __ -... 900 ELEV.- 901.30* 895 \ ` i / 895 7 ter_'' 890 . . . ... ....... .. . .... ..............................- .........._..... ......... ... . -_ .... ... .. __ .... � 890 ORM% &L 85 67 70 71 72 73 74 75 ■ 61 62 63 PATE REVLSroN I hereby uAR7 Met u:. Pan 'w'■'rol'°". ®R TRUN(FORCEMAIN AND WATERMAN v %L. a . .»N � , ^ a «e « Pe.. JJ11 HGkanson Anderson c. /��\ .a ...on end am I P.. d. ' Assoc., 1 O SE W ALONG T.H. 101 Liu* Liu* PrP1.a1aW Ergi+w. unbar R. wR K: cl.11 En91ne{n and Lone Surveyors j`� STATION 6I +OD TO 75 +00 . 7 1e.5 PI M. STW d Y..aolo. LKA 11/7B/05 3601 TNAFIOn An.. APPSR, 1Em.5MO 55303 m Omee 15.5110 . 763- 477 -5860 FAX 763- 427 -0520 TRUNK WATERMAIN AND FORCEMAIN 9 Tone _ �.lYm mu. L NORM R P.E. Nwv.APNansan wW.rson.com ON THE GREAT IMPROVEMENT PROJECT 06 - +:Ww.. o..n. - xm w wxH.asomm� - .Ie.q D. Ue. 11e. 416 RR VAR 07676 CITY OF OTSEGO, MINNESOTA slcEls T.H. 101 — — = E I;;L I STATE TRUNK HIGHWAY _.. N0. 101 1 �,� n I OOZ ' �iliw • -- ss PROPOSED RIGHT -OF -WAY ' EXISTING RIGHT -OF -WAY _ 1 NOTE: — � Tom a.h I A CCONTR CTOR MUST CONTACT - _ .. -.... •� —� >, "GOPHER STATE ONE CALL" AT 1.� / (651)- 454 -0002 FOR LOCATION OF �� h —� 1 "• EXISTING UTILITIES BEFORE START ' 2 OF CONSTRUCTION fib YPvC as xAm - W y .uli41 �1wK I N Iy1 r " ne _ - 50 o SO ■00 \ \\ ,,LE W FEET PROPOSED 4 DERA ELEVATION 9�5 -_ - - -- .. � \ .. ... -... EX5 E TWG GROUND OVER FOR UMI .- __�'�,_ ..... - ._..... .__... .._ -... __..... .. _.. _. ..__ ... ... ...... ... _. ....._ _ _.. -- _... 925 • / r PROPOSED mo ' [ TOP OF 16" WM 920 �� ! (FIELD VER ..920 TOP OF 16" WM 7 / ELEV, 910.503 ___ ` 915 - TOP OF 12" FN �• — WATERMAIN 7.5' - 915 .. ELEV.•909.603 548L -1 PVC C -900 AT 5.495 3 MINIM G - _ ONNECT TO EXISTING TOP OF 16" FM 70P OF PIPE 548LF -16 PVC C -905 AT 0.493 t �� - - FORCEMAN AND WATERMAIN 910 ELEV..910.003 910 TOP OF 12" FM ELEV..912.503 548LF -16" DIP CL 52 WATERMAIN -11 TOP OF 16" FM 905 TOP. ELEV.. 912.703 OF 16" ELEV. - 910.503 905 u 0 900 a 900 X 89 895 3 n • o 890 n so 6 890 MEVaa.. 75 76 77 78 79 80 81' . 9e DATE REVISION 1 heap .oM. Vol V4. N.. ....U.N.A I®BR a eee+r. w O. I .. • ..I, ALONG Anderson Assoc Inc TRUNK RORCEMAIN AND WATERMAIN SHEET nsel r.• P.P.. M r « o ee •e ,t ,A, I CI TY or ALONG T.H. 101 unused v.1a.ol.no T•rol I new Ws wk ADO Civil Engineers also Lola Surveyors 8 w. a ae Ma. r *a Fj�' O STATION 75+00 TO 81 +00 m LICA 11 /26/05 3601 Ruston Am. Araks. Minnesota 55303 TRUNK WATERMAIN AND FORCEMAIN V•1111411 L. MOMS. AI PL 0me MEW 763- 427 -5660 FAX 763 - 427 -0520 I MPROVEMENT PROJECT 06 - 9 v,tee ,. e,vs + L...X.em\Mwn sn. n,M Dole Lk. W. _ WLM OT626 .rr.Aakonson- mWanan,eom ON THE GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA SHEETS p -- i ' F - i - -- n m WW1 n RC CAS.. . LA s xuw w Yw°[ I �rz x ` A _ ,� � wa w v xa i. °,° co, mropOirE bola 'al �1� A � 1 'I! � �� A a MARC Msnc wun sm. Mom ITT coo I. \ r Wr Si \ t Y RA JNtsApt s14R 70 ... R, B A r1. FORE. ' I P6 ACCEPT � ■i , \. ��1 �7 N :� It�sl EAENmwW oA4 Ira�TriJ�[7II�w :Tn•NDY CORM. a.0 , n' Rr MET[ . Vv WA R..LE9f MT R Ey • • MPS. W SP. a 6as,wwco RR J T/Y Ewa. : 'm ��_[�t_1w w Tools PLAN Ixoan.xm WA ' /, ._ �7 ,s Even we �i _ At 9 _mile \/ l'J IC ,P C005 C005 PVC AT 11 1 /.• m N .s' BEn6 -- �� I d ' PEE I --- I w . PPM All w w USE WP ME S. Sr EA[N SIDE 6 NMLLE .4611 ' � � 0.112.4 1/. - Wn � _1 ./. NEE - r ip ,E yy WAS ,. a• w[AIO6 SECTION TALC v Le " \ S P 5/F � � 2. . 1111 NMI LNGAwa NN fen. xlxNa SECTION SECTION SECTION 'A' WIOIRx 1 P. W sGTIOR l JESSnw CROWS lb Ai 90' BEND 'x[ COLICNT[ NQ1U51N° — � ' l_ RIO TO TRAK ,(, AT 11 1 /4• m 45• BEND 11 MAIN ROLES MOW WM. wTls AS REWPEO P SILL SE ECMIXV.ER 61 `\ �°� • Amu RI . NM. (wL J - MA. q n M I I w w is PIED OaT.IN WATER PROOF MANHOLE 4p " 4 "c °x PALLS C0NSWa.w.,5'[°' sK.EE Ot 1.. [s 91. 4 ,.DGm wM Y pP9 RCI[ P.M A WIN S. TPOEM/ WNNVUCrET SUMS, COMP. SM.. ��pm A SHALL 4 "� CASTING AND ANCHORAGE Y"` I o Rw PRIM 5 `t.• r0 N Gr sTPEILT sWTTW NR w. YALE wL°°wxwEaG"DNwaLE —_ ROOM (TR W • ` , o o � N OI ; l i J° i _ _ r^ EEW rR EW PvC � � ,�.. 4a EPM PVC , ` E it =�w, = E � MI M S T </_5 4$ ' Ex AEA r RR NNW " V E wT LL OWE 100r �+• SECTIO 'M' F��str�s rIOxruR TREE JO' r r J .Prxc vTWs 1ING ExG4D ,Y Ro. P. .T,E D aA a SLOPE P[S. AMW W MR • POE rLUWUa ASS.. �° /� PACE TRAFFIC FLANGE HYDRANT I F ORCEMAIN A IR RON B-EI RELEASE MANHOLE r W.IN (OR APPROVED EOUAL) NNW 9001 AxrEr PLAN 'AA' M0 5CAW II NO SATE REACTION BACKING NES Na OPENING w uA �IS NTaN MR FOR w6c FR. Wlw uuExr OSI I xwa °uiOw ro COW MR sours 7 sax COWRIE ROOM MN, M. ° ww4R S.% WI. IL i — ^ - ,r COE WPM Os TEf F . ' f— _1 1 I II, .� i�t�\ 1 ..... 'w A.ss VI -- - WR.E. op., . D IWI rt YOG Too F. Cs m to C•7 c... F. ,:—. L MIMEO s .„ NJ la "°r ° PRICK', CDxowrt —�� + TYPICAL BUTTERFLY VALVE & ^O ON ' " """ BOX INSTALLATI �, ZEY ......< a IS o ��E>t ®i^ CII � C105 PVC • G 12" do OVER WATERMAIN V�d PEE RECAST "AM= EWE ,r GTE ....t EON S' ` A' ) NO SCALE :. ••��•_•� WP rt[ � w u T r r E ALI ' r •2 � M NT R I ICI ,M L. USE DIP ICE 527 le EACH S E Or NAwaLE SOS NOTES ,. I E "FIFE" SLEEVE a AvNNIE x BWM STAND.. A T5' x4 OOP. PLEArtO. OR � ;, MIRK. RCN SU �]] r xoE wvw 00144 CROSS SECTION . PLE J' -Y IVIANt ORNK GEM , IIOIR AY IIEm M IO SAw MANSION RAMS MO I� gni MS WI EnTxG ORDIM 'f1ii.JIERA�'CgSv MOO MTG IA. ® 'PAW. MwWN M TO RE PUN. IND xrO E MELOD T T ,WT SEAL AND EVE.. CWw,NIONS NWD[W ro TM EXTERN ° 4x ligi ® - [ WWO RION 1 4 14 040 0550111 a O M COIL ON uANx0.E5 w vMWS c,NTrt — - Na1W OI S 11 MOMS G WA.EER KTFREN,INS R REDUCE MESE TAN RIP. •y f.. ////1 ! - {� .. t LAW. Or 1 ME p 6 ME CONE MUST ALAN: A 1.1.1 r wG N:RTE A SURF. MAT w .011i .011i I 1 PPS IM cW 0.vNET AMYER _ O PE PLATTE A MIL NIO GR CP r row Tram OR EARS. "ACE S EA CG "I"a Ole TO NE ENS. oaM OURAmL 6 Mr ENS. MANHOLE COLE. We w CWNSRUCTED 6 N rORI"r WI T.NES ANN. IN U. A EN N A NO • NM Jxuw PAT.. MORTAR PLANS NAY TIE 4 CONS NM C1.190 ..r I0I: t• MB - ME' iT 741 1o''S• R5OR r(21 A FOR WIN CONE ERMA SPECIALTY PRODDER. I "w P.M ic- 0/111271 R� MB 1 7 i BNO T wLaLATIOrE 6 CHIMNEY HEIGHT TABLE wr 6 mLf°Ow.rnET[C0•L.I1F°.r.IOL[ I — ausa[x .AE ROOM SNP. .oETRA SUES 4. E.TGSnR vi / srxaxa TO SPAN RN 4 N / NY SEAL NOTES 400 �— • �..0� � RC IS R.6 ,4 VALVE O 4N P. OE Y -,.Y _ NANrAC "�"BFSw[ nNKVS,LE,E4iLS4AL[O . DI... E OLIN! [ m[L wE NNPORr MN MI. S ARADON SEAL . Y GM.. .S - MEA r5 -,15 _ APPRO. ,OJN xwEOR� UN . 1r GT.. OVER 10.5 ,s M r k � ®rA ^ CWNc SEAL . NAT. OM. Ov[R 1r O �!'S Mw E. M SEAL SALL R 6 b WLSVON P.M NM A �MR� N EA. .W mow Y EGTEATE.41.1 MG SEOEW NM a'77 .wA G MC M.A 11.0 11.0 r1ANGE HYDRANT AND VALVE INSTALLATION %W aJ " CORR. r COVER. FOR LAO' AmmNN IV GIENTW A N.- HAROENNE WRL Ra4R NASRE WIT ON x - R "'s SECTIONAL VIEW OF CHIMNEY SEAL INFI —SHIFT D EXTFRNAI SFAL (PREFFRRED) FORCEMAIN CL MANHOLE No SCALE NO SCALE ND SCALE YALE DATE REVISION Nx.M cwRr IN., ,TLS p m +ro mOormon. ® W x SHEET I •.. 5 W Nr till Anderson Assoc., Inc. OT CITM DP EGO S x u w, RIO INN I .m . duly DGw. Pa o n Mel un ,w Erik R DTs: Civil Engineers ona LDna Surveyors DETAILS 9 lows w . SIR. w Minna LI(A 12 21 05 3601 Thurston im Ave.. AIMAO, MESO,o 55303 Nil MOD p LWN 1 NORRB JR.. PS. �60� ...hokonson o M � 0T626 701 T7 - 5B60 FAX 765 - A27 - (1520 1 \ /r /r /r / \/ CITY OF OTSEGO. MINNESOTA 9 OD M.rson.com ON THE GREAT RIVER ROAD SHEETS • 57 +50 (} Q PROPOSED 44940- 0F -FMY 1• f 926 58 +50 926 PROPOSED 0191T -09 -NAY g. 1 1 924 924 ER1BnNG GROUND 924 924 1 / — _ __ . 920 - 920 920 . . . . . - 920 • 916 918 918 (. 1 1 916 912 912 919 I 912 908 1 908 908 1 906 904 904 PROPOSED " M 904 ^ I - ' 904 I 12 PROPOSED 16" M PROPOSED 12" M� PROP`05 16" M 999 900 _ I , , 900 900 "OPOSED 1 6" 991 D 18WI I 896 896 1 / 096 996 •. 1 092 I 575 S0. FT. 892 444 50. FT. I - - N3 -60 -40 -2 0 0 20 40 60 902 BBB I 998 -60 -40 -20 0 20 40 60 I , ' „ 58 +00 57 +00 I PROPOSER 610I0-0F -11117 FL Q PROPOSER RN91T -04-96AY 924 f 6051816 GROUND 924 924 - 921 / �. • • • - 920 — —..--`• • . . . 920 920 - I 920 7 , J ‘::' :': 916 2 J 916 916 . .I 912 912 913 908 1 I 908 . 908 _ 909 904 904 9 OPOSED 12 M . I 906905ED 16" M 904 I 904 900 `i Of . • 900 900 . . 12 M 900 998 . I 0 •116" Wu e96 PROPOSED 16" M 996 I •I 996 1 465 50. FT. I - 16 " Wll 892 892 -60 -40 -20 0 20 40 60 892 1 892 436 S0. FT. BBB 968 -60 -40 -20 0 20 40 60 DOTE REVISION ANN WLY � Hak Civil Engineers Anderson Assoc., Inc. CRS SECTIONS SBEE7 MP' Civil Engineers one Land Surveyors X1 AND X1 INI LNA 3601 on Re.. Anoka. NO 55303 WATERMAIN WEST OF T.H. 101 90R• REM 763 - 427 -427-5660 FAX 763 7 42 427 -0520 X/ sm 3 499• - xmsVlsx�•.,�oNrt sca., WIN OT626 nn••.nokanson- anderson.com CITY OF OTSEGO MINNESOTA SKEIS 59 +50 PROPOSED RIGI41- 0F -680 FE 920 928 y-Ew511NG 6R01910 924 _ ... 924 60+ 50 920 9M / PROPOSED RIGHT -OF -WAY F E ♦ 916 916 I 916 - - - - Ew51NG GRpMO 916 I -- _ ¢� 912 912 ` 912 912 . 909 908 1 906 900 IP�pOSED 904 904 I ' 1 PROPOSED I6" FM 904 ,1 I 9w - .� 12". PROPOSED 16" F4 1 1 - � 1 900 900 I 6 1•81 1 p.pro1-. 900 900 . ..OPDXD t6 Y11 134.S0. FT. - . _ 896 696 1 896 e96 _ 967 50. FT. - 892 692 892 092 -60. . - � _ 0 40 80 _60 -40 -20 0 20 40 20 59 +00 PROPO5E0 01011 -0F -WAY F6 Ew51046 GRODNO 928 — I 928 _ I 924 60 +00 924 I PROPOSED RIGHT -OF -WAY 1 A _. - -- - _ _ 920 920 I . I . 920 920 - - _ Ew51NG GROOND B16 916 - — _._. 916 916 - - . e ♦ 912 912 ♦ 912 912 i 906 806 908 908 1. , PROPOSED 12. 904 904 PROPOSED 16" FM 904 M 9PFOMSED 904 I - PROPOSED 18' I .•� 1 b •■ 900 _ I 116" p6" 1M 900 900 I • -' OP09ED 16" NM 900 • 696 696 - I I 696 B96 - - 1 890 50. FT. . . 354 SO FT. 892 892 I 892 B92 -40 -20 0 20 40 60 -60 - 40 -20 0 20 40 -60 DATE RtY510N IMO 9 Hakanson Anderson Assoc., Inc. CROSS SECTIONS SHEET rr RR': ' 3601 � 3601 Engineers Prw LanO solo 55 5 FORCEMAIN AND EHA 11/3/05 -427 - n Ave.. Av 980 7 Minnesota 33 WATERMAIN WEST OF T.H. 101 010811. NI 10 763- 427 -5960 FAY 761 - 427 -0520 e��. 4 � ./.s5"4 r=n� - moe \O1e96\e.e\0MM 9049 MN 07626 ees.NOkmison- mberson.com CITY 09 005660. MINNESOTA SHEETS 62 +00 PROPOSED 160xT -OF -WAY Q 912 I 912 63 +50 PROPOSED R1ENT -OF -WAY F1. • ,s , 908 908 P. . z ,-EXISTING GROUND 912 . 912 1 904 9w I 12 iL PROPOSED I6" M 6 908 O ' /...., /...., /-E19DNG GROUND. 9D0 • 900 1 16 D _ 900 - 904 1 PROP OSEO�I - 1 — -- — ._ . 1 M 6" M 904 122.50. FT. n 090 096 PRIW -60 -40 -20 0 20 40 900 I6 WM 1 .900 142 S0. FT. 896 1 896 61 +50 - -20 0 20 40 PROPOSED 111017 -OF -WAY E 912 I 912 — — — — `� ► a 63+00 � Ensnxc GROUND 906 908 PROPOSED RIGHT-OF-PAY FI. I 17 ry \ I _ PROPoSED 18 M 1 . Vh 912 . 912 904 s I 16" 9W 908 — — — A - . — �EX1611NC GROUND 908 900 5650. FT. 896 2 1 - — B96 9w P,QPo9ED -bi 9w -60 -b -20 0 20 40 Or-PROPOSED I6" FY 61 +00 900 1 • � 611 ° 900 • PROPOSED 96211 -0F -WAY FE '� 896 I . 95 50. FT. 896 . 918 .11 -60 -40 -20 0 20 40 916 _ 1 1 912 EY6101G GROUND 912 _ —_ -- 62 +50 906 I ` — -- - BU! PROPOSED 8611 -0F -WAY 1 904 I 12_ _ - 912 912 • PROPo966 16" M 9w - 1 . I �, 906 %- , 1 <.a 908 900 _ 1 , PRPP 900 — �ESKIWG GROUND 9°8 WN 1 I 44 S0. FT. 9M I 1� M — 9w B96 896 II�PROPOSFD IB" . I 900 �PROPOgp - 900 892 892 • I 89 06 • -60 -40 -20 0 20 e0 113 S0. FT. - _ 896 896 -60 -40 -20 0 20 40 DATE REVISION ®OWLM 11111 Hakanson Anderson Assoc., Inc. CROSS SECTIONS T see. 1111° Civil Engineers and lend surveyors � LICA 11/3/05 3601 RWnlon Ave.. Anoka. lAnnesdo 55303 F M AND i OMR RE IP 763 -427 -5860 FAX 763 -127 -0520 WATERAWN W WEST OF T.H. 101 Ii en . .. L 20. NOB - &W mossoma�90,o, a scac 066 01626 www.lakanson- onderson.com CITY OF OTSEGO. MINNESOTA s 65 +00 PROPOSED R101T -OF -WAY FL 812 I . 912 66 +00 le . 908 908 T6N)POSED RIGHT -Oi -WAY Q • 2 M i Ilr PR 16* n'' . _ _ 91x I Blx • 904 0 16 11M 908 - - 908 900. /.. PR 9W Iz" M - I� pg.. ' i 904 ,..5 _ I ,' D 904 886 7 i ,6" NMI 692 _ 1 900 / / IOJt S0. FT. 895 686 RM -80 -60 -40 -20 o 20 40 - 592 ZZ—/ 592 . - 1385 50. FT - - 6130 -BD -60 -40 -20 0 20 40 868 64 +50 PROPOSED RIGHT -OF -WAY Tl DRAINAGE EASEMENT 912 1 I 912 . 1 906 „ ) 400 I 9oe 65 +50 J P ROP. 0 I PROPOSED RIGHT -OF -WAY 4 9w . 8. .64 OUND , 1 1 F M/ ' • oP 16 M I . 904 I - GR_ _ _ — ` L L I 982 , odoy S 912 900 1 I 908 - 1. 908 1 364 50. FT. 1 PR. F . /F I - 8% 896 1 FM REPO5ED 16 M -60 -40 -20 0 2D 40 904 ,.S I . 904 16 WM -- 900 64 +00 PROPOSED 6061 -0F -WAY Fl i e98 1896 912 912 / 1 892 _/z / 892 • _ _ _ 1307 50. fT. 906 S / 908 i.n., 888 688 EXISTING CAW . !. _ PROP. , - -80 -60 -40 -20 0 2D 40 9. L l • P ,'1 1 L `^� _ 904 900 16 WM , 90D - 291 .50. FT - 696 896 -60 -40 -20 0 20 40 1 DAZE REVISION MOP .E. WLM IIU Haka Anderson Assoc., Inc. CROSS SECTIONS IeUW ME Gl.i6 C nq�neers and Lana Surveyors X4 lNA 11 3 05 3601 Thurston Ave.. Anoka Maness. 55303 A IAR6 AOO Cli k RE Al. 763 - 427 - 5860 FAX 763 3 - 427 - 0520 WATERMAIN AIN WEST OF T.H. 101 IIW 2 2 0 . 2 e\w w 10001 - Taos \ohm \.. \ ones Mcae WI. 08626 .'rw enderson.com CITY OF OTSEG0, MINNESOTA )n S9-1E.5 ` 1 67 +00 68 +00 PROPOSED RGIIT -OF -WAT y. 929 932 PROPOSED MONT -OF -WAY Q 932 928 6/0611110 IIN01 G GROOM- 924 I ' 924 928 I / ' 929 / 920 924 924 • 920 1 / ,:5 1 / 916 I . / ...." / _ 916 920 _ / / / 920 • I / 912 09599 D yy / .912 916 _ / / I 916 / ^ / 1 906 912 / I 908 / 912 / I I PROPOSE8 b • / / / 16 FI9 / PROPOSED PROPOSED 904 - / OPOSED 904 906 / t2. Ey ,' 16 n. 906 / 1 900 / OPO • / 900 904 16" YAM B04 57 50. FT. - - - / 418 SO. FT. 996 I 900 896 -80 -60 -40 -20 0 20 40 -BO -60 -40 -ZO 0 20 40 67 +50 PROPOSED RIOII0 -0F -WAT iE 928 _ I 929 — 929 1 / / 924 E.61910 /. 924 66 +50 / PROPOSED 9100T -13F -WAY E 920 1 / 920 / / 912 I _ / --- / 912 916 1 ylb J / / / / 909 / 908 / ^ PR.'... 0 /FM 912 / / I ' I 912 12" FM 904 ♦ ,p �; / 901 G 1 900 / 1 PROPOSED WM . /. /� / 7197147D-1131 ,� I6" FM 900 900 j 904 16 904 ENS NO WOUND t 096 / I 8% . . .I 900 I 900 . _ _ _ 285 SO. F T. 9% 1 8% ' .I . 088 -BD - 90 . . . - 4_ -20 0 _80 -60 - 40 - 20 0 20 40 DATE REVISION 9920M WEM fl I Hakanson Anderson Assoc., Inc. CROSS SECTIONS SHEET Ir 9.1[ clva Engineers ona IxA Surveyors t 1(s /05 7601 tlwNPn Ave., Anoka. IAnnnM FORCEMAIN AND a III 55503 WATEREAAIN WEST OF T.H. 101 6198 RI q 763- 427 -5860 FAX 763- 427 -0520 fle 21. .ea,wm v ..o . - mn4 \040\44 \0rst9 SK, _ W EM 07526 a6. ho kamm�- onaeraon.com CITY OF OT5E00. MINNE50TA y gETS 69 +00 932 PROPOSED N RIGHT-OF-WAY E DRAINAGE i SEYENT 932 I I. I 926 1 EXISTING 06 90-� \ I _ — _ 9xs • 924 . . - . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . 924 820 920 916 / I , I 916 912 / 1 PROPOSED 912 / 16" WM . 908 ' I + . PROPOSED 906 1 • 904 - - I _ I - 904 • 336 S0 FT. 900 ( 900 -80 -60 -40 "x0 0 20 40 69 +50 pp 68 +50 932 Po r wAY (I�s�NE q. PROPOSED RIGHT -OF -WAY t DRAINAGE EASEMENT - I _ . 932 932 932 - E %ISWNG GROUND-9 928 1 . . I . \ 928 928 r 928 . / 924 924 / 924 1 ' Eu0TING CR 924 1 / / . . . . \ . . . . . . 920 L — / 920 920 / / 920 - 916 / / I I 916 916 - / / / 916 / I I / , " 912 - 1 -ROPOSE 992 912 / / 1 ' PROPOSFL 912 - i I 16' MI / 16" 944 908 I TSP. 0500 PROPOSED ' -/ M �, . 908 , 16 "iY 908 / PROPOSED PROPOSED 906 1 I 4,79 A J 16" FM I 904 904 . 1 $ - - 9a • 94 s0. FT. 904 - 444 50+ FT. 4 `°° I 900 9DD 900 I -80 -60 -40 -20 0 20 40 _80 _50 -40 -20 0 20 40 DATE REVISION MO P. WLM I� HakansEn Anderson .Assoc., Inc. CAO EMAIN A D s" M R WL civil Engineers ontl Lune Surveyors X6 LWA 11/3/05 3601 MI NNan Ave. Anoka, Yim 6IA CI as0la 55303 FAND I N NWWw RE N. 763 - 427 -5660 FAX 763- 427 -0520 WATER WE A WEST OF T.H. 101 .F \ . e':.w u.a Poiri. -.. ors. \,...w sx Rs.., WIN 00626 .ee.hokanson- uneerson.com CITY OF OTSEGO, MINNESOTA X7 sHEEts 78 +00 FL PROPOSED 91087 -0F -649 920 - - I 920 . I — EI ' GROUND_ — S 916 916 — 912 912 02 h [� /�� P 0..-- 16" FM l6 94 900 900 1 . . • 102 FT. • 908 904 k`. -60 -w - 20 0 20 w 77+50 % PROPOSED RIONT -OF -669 • I 9x 79 +00 930 c. PROPOSED RR91I -OF -1447 . v • ! 3 ' - EASING GROUND _ - 916 920 DOTING 060.640 920 . _, _ _.__ 111 TD I / 912 ' IT" MA1 OPOSED �, � 912 916 -e•-• [ . I , 916 0 ....--PROPOSED 16" FY • V 6.900660 I I • • 900 912 13 .. l! FM � 900 /\`PROPOSED 16" FM 912 I . - - - 23 S0. FT. I . " D - .900 • • 904 909 908 1r MY -60 -40 -20 O 20 w I . 0 S0. "T. - - 904 904 -60 -40 -20 0 20 40 77 +00 PROPOSED 01001- 0F -099 % 78 +50 �E XISTI Ni GROUND 924 — __ _- -- -- - I 1 -- -. — — 1 / - 92 % PROPOSED 0041 -OP -647 L — — — 920 1 020 920 920 DOSING OR001A- — P 9)6 _ — 1 916 916 1 918 - ./ - - _ _. yl — — • I 00010OSED _ - PROPOSED_, 1 PROPOSED 16. 06 912 91 12" F N / 16 F N ( 912 912 l [ 1�A I r . - 16DPO6:o 900 ` 0 908 990 16 6N 1 900 - I 0 50. Fi. I - 77 s0. 67. 904 - 904 9M I 904 w 20 w -2 0 20 40 -60 0 20 DATE REVISION MO ,LIJ C R OSS SECTIONS swEET Ill H Anderson Assoc., Inc. X7 m 3089 6.7e a.9 Engineers An and Land Assoc. F ROSS E AND LNA 11/3/05 3601 Ilnrslon Ave.. Anoka. Minnesota 55303 WATERMAIN WEST OF T.H. 101 ®D6 Ai 91. 763- 427 -5860 MX 763 -427 -0520 X7 .:!.!:.2).:.....71.: .- )OO5V01.626Sn.)V0rs10 80 R14 07626 www.6okonson- o9erson.com CITY OF OTSEG0. MINNESOIA s1tEEls RESOLUTION NO. 2006 -16 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a Motion passed by the council on 10/10/05, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the construction of Improvement Project No. 06 -04, Trunk Watermain and Forcemain along Trunk Highway 101, C.S.A.H. No. 42 and C.S.A.H. No. 37. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated March 9, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on April 6, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid Motioned By: Seconded By: Larry Fournier, Mayor Judy Hudson, Clerk • C: \Documents and Settings\Judy\Local Settings \Temporary Internet Files\ Content. 1E5\ 2DKP0307 \OT626resAppPlansOrdAd.doc COURI, MACARTHUR & 1 EM 9.7 RUPPE, P.L.L.P. Michael C. Couri* Attorneys at Law David R. Wendorf Andrew J. MacArthur 705 Central Avenue East Kristen H. Carr Robert T. Ruppe ** PO Box 369 Alison K. Marwitz St. Michael, MN 55376 -0369 *Also licensed in Illinois (763) 497 -1930 * *Also licensed in California (763) 497 -2599 (FAX) courimacarthur@earthlink.net March 8, 2006 City Council Members c/o Judy Hudson, City Clerk City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Appraisals and Municipal Agreement - Highway 101 Dear Council Members: The City has received all final appraisals relevant to the Highway 101 project . The total appraised value of all properties appraised for transfer to the City is approximately 10.1 million dollars. The appraisals were immediately submitted to MNDOT for review and are currently under review. MNDOT can either sign off on the values as assigned in our appraisals, or can object to the values. In that case, the City can either not sign the Municipal Agreement or the Municipal Agreement can contain a dispute resolution procedure where the values would be submitted to a neutral party or parties and the City and State would abide by their fmal decision on valuation. I was informed previously that a Municipal Agreement had been drafted for review and that a decision by the City would have to be made by March 15 in order to proceed with bid letting as previously planned. I have been continuously requesting the Agreement for review but have not yet received it. I spoke this morning with Kevin Schmidt of MNDOT and he indicated that he would get it to me as soon as possible and let me know tomorrow or Friday when is the fmal date for acceptance or rejection by the City. I have asked Judy to post a special meeting after the previously scheduled public hearing next Wednesday in case the City is required to take some action on this issue by that date. I will report more fully to the Council next Monday as to any progress on this issue. Very drew J. c COURI, CAR i UR & RUPPE, PLLP cc: Dan Licht, NAC Ron Wagner, City Engineer ITEM 1O.7 MEMO Date: March 9, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Hiring of New Building Inspector Building Official Tim Rochel, Building Inspector Harold Leonard and I interviewed five applicants for the newly created Building Inspector position. I recommend that we hire David Castle for the position. Mr. Castle has a master plumber's license and has over 20 years of experience as a plumber, the last 15 running his own business. This level of plumbing knowledge and experience will be an asset to the Building Department. Mr. Castle would start work in April, at a salary of $49,000. He would be on probation for six months, and would receive a pay increase upon successful completion of his probation. CITY OF OTSEGO OFFICE MEMORANDUM Date: March 13, 2006 To: City Council Members From: Judy Hudson Subject: 2006 Clean Up Month We have heard from Elk River Landfill and there is only a $0.50 to $1.00 increase in tonage for garbage. Otherwise all the other prices stayed the same. We would like to order the vouchers and put it on the web site as soon as we get the okay from the City Council. We will start advertising the first part of April and vouchers will be available to be picked up April 17, 2006.