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06-11-07 ITEM 5_1 CLAIMS LIST CITY COUNCIL MEETING JUNE 11, 2007 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 05 -29 -2007 $ 198.00 05 -30 -2007 $ 12,690.39 05 -30 -2007 $ (244.36) * 06-06 -2007 $ 269,933.13 06-06 -2007 $ (86.25) ** * VOIDED CHECK #44251 TO MIKE ROBERTSON FOR $244.36 ** VOIDED CHECK #44268 TO TR COMPUTER SALES FOR $86.25 PAYROLL 06-06 -2007 $ 37,218.53 GRAND TOTAL $ 319,709.44 If you have any questions or if you would like to review this list further, please let me know. Sue Frisch Bookkeeper CITY OF OTSEGO 05/29/07 11:14 AM Page 1 *Check Summary Register© MAY 2007 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid PATTI WASMUND $198.00 BARB& MARY PERMIT WORKS /ACCESS CL Total Checks $198.00 FILTER: None CITY OF OTSEGO 05/29/07 11:15 AM Page 1 *Check Detail Register© MAY 2007 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid PATTI WASMUND E 25042410 -360 Education/Training /Conferences $198.00 BARB& MARY PERMIT WORKS /ACCESS Total PATTI WASMUND $198.00 10100 BANK OF ELK RIVER $198.00 Fund Summary 10100 BANK OF ELK RIVER 250 BUILDING PERMIT FEES $198.00 $198.00 • CITY OF OTSEGO 05/30/07 1:40 PM Page 1 *Check Summary Register© MAY 2007 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ALPINE HOMES INC $6,000.00 6350 MARSHALL - DRVWY ESC REF UnPaid BANK OF ELK RIVER -1 $837.70 EDA INTEREST PYMT UnPaid CLYDE OR BARBARA PRITCHAR $1,000.00 8101 NEEDHAM - LNDSCP ESC REF UnPaid CRAGUN'S CONF CENTER $244.36 MCMA ANNUAL CONFERENCE UnPaid JOE ABRAHAMSON $33.95 MILEAGE - ST CLOUD CLASS 5/22 UnPaid KEITH OR JESSICA KRUSCHKE $1,000.00 11244 75TH - LNDSCP ESC REF UnPaid S.W. WOLD CONSTRUCTION IN $1,000.00 7505 OHLAND - LNDSCP ESC REF UnPaid TRAUT WELLS $2,574.38 TEST WELL #8 Total Checks $12,690.39 FILTER: None CITY OF OTSEGO 05/30/07 1:41 PM Page 1 *Check Detail Register© MAY 2007 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ALPINE HOMES INC E 702 -41400 -310 Miscellaneous $1,500.00 6350 MARSHALL - DRVWY ESC REF E 702 -41400 -310 Miscellaneous $1,500.00 6329 MARSHALL - DRVWY ESC REF E 702 -41400 -310 Miscellaneous $1,500.00 6318 MARSHALL - DRVWY ESC REF E 702 -41400 -310 Miscellaneous $1,500.00 6271 MARSHALL - DRVWY ESC REF Total ALPINE HOMES INC $6,000.00 Unpaid BANK OF ELK RIVER -1 E 250 - 42410 -410 Rentals (GENERAL) $209.70 EDA INTEREST PYMT E 101- 41940 -410 Rentals (GENERAL) $628.00 EDA INTEREST PYMT Total BANK OF ELK RIVER -1 $837.70 Unpaid CLYDE OR BARBARA PRITCHARD E 702 -41400 -310 Miscellaneous $1,000.00 8101 NEEDHAM - LNDSCP ESC REF Total CLYDE OR BARBARA PRITCHARD $1,000.00 Unpaid CRAGUN'S CONF CENTER E 101 -41400 -360 Education/Training /Conferences $244.36 MCMA ANNUAL CONFERENCE Total CRAGUN'S CONF CENTER $244.36 Unpaid JOE ABRAHAMSON E 250 -42410 -321 Mileage/Travel $33.95 MILEAGE - ST CLOUD CLASS 5/22 Total JOE ABRAHAMSON $33.95 Unpaid KEITH OR JESSICA KRUSCHKE E 702 - 41400 -310 Miscellaneous $1,000.00 11244 75TH - LNDSCP ESC REF Total KEITH OR JESSICA KRUSCHKE $1,000.00 Unpaid S.W. WOLD CONSTRUCTION INC. E 702 -41400 -310 Miscellaneous $1,000.00 7505 OHLAND - LNDSCP ESC REF Total S.W. WOLD CONSTRUCTION INC. $1,000.00 Unpaid TRAUT WELLS E 444 -49400 -530 Improvements Other Than Bldgs $2,574.38 FINAL PAY TEST WELL #8 Total TRAUT WELLS $2,574.38 10100 BANK OF ELK RIVER $12,690.39 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $872.36 250 BUILDING PERMIT FEES $243.65 444 SE Utilities Project $2,574.38 702 BUILDERS ESCROW FUND $9,000.00 $12,690.39 CITY OF OTSEGO 06/06/07 2:25 PM Page 1 *Check Summary Register© JUNE 2007 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ADAM'S PEST CONTROL INC $84.14 QUARTERLY SERVICE UnPaid ALLIANCE BENEFIT GROUP $2,785.36 PPE 6/2/07 CH DTD 6/6/07 UnPaid BANK OF ELK RIVER -1 $50.00 SAFE DEPOSIT BOX UnPaid BLUE CROSS BLUE SHIELD OF $6,361.00 JULY MEDICAL UnPaid BROCK WHITE CO LLC $491.19 12'6 X 432 PROPEX UnPaid CHARTER COMMUNICATIONS $119.06 MONTHLY SERVICE UnPaid CITY OF ALBERTVILLE $14,109.90 2ND QTR 2007 FIRE SERVICE UnPaid CITY OF MONTICELLO $5,936.07 2ND QTR 2007 FIRE CONTRACT UnPaid COBORNS INC $56.38 DRY CLEANING UnPaid CP TELECOM $599.00 TELEPHONE UnPaid DASCOM SYSTEM GROUP, INC $1,618.80 LABOR - POWERPOINT EQPT INSTALL UnPaid DJ'S TOTAL HOME CENTER $55.27 NYLON LOCK NUTS UnPaid ECM PUBLISHERS INC $363.83 LEGAL - PUBLIC HEARING UnPaid ELK RIVER WINLECTRIC CO. $12.23 CITY HALL LIGHT REMOVAL SPLICE UnPaid FINKEN'S WATER CARE $109.51 BOTTLED WATER/SOLAR SALT UnPaid FORT DEARBORN LIFE $886.48 ADMIN - JUNE UnPaid GLENS TRUCK CENTER INC $45.05 OIL FILTERS UnPaid HAKANSON ANDERSON ASSOC $150,795.11 QUANTRELLE AVE /88TH ST UnPaid HENNEPIN COUNTY TREASURE $100.00 KAREE ROWELL - NOTARY COMM UnPaid HYDRO METERING TECHNOLOG $2,992.65 WATER METERS UnPaid ICMA RETIREMENT TRUST $823.22 PPE 6/2/07 CH DTD 6/6/07 UnPaid INTERSTATE ALL BATTERY CEN $233.08 BATTERIES FOR SPEED WAGON UnPaid JOHN LENZ $554.03 SHIERTS VACATION - ESCROW REFUND UnPaid JOHNSTONE SUPPLY $26.65 BLDG INSP SMOKEYS UnPaid KELLER WILLIAMS INTEGRITY $42.17 W/S ACCT #13460-01 REFUND UnPaid LEAGUE OF MN CITIES $400.00 2007 CONFERENCE FEE - MIKE ROBERTSO UnPaid LONG & SONS $978.95 MAY CLEANING UnPaid MARTIES FARM SERVICE INC $156.02 PREMIUM SUNNY SEED UnPaid MARTIN BENEFIT ADMINISTRAT $65.00 JUNE FEE - FLEX UnPaid MENARDS $118.66 MISC. SUPPLIES UnPaid MERGES ANDREW $5,416.66 MAY 2007 ASSESSING WORK UnPaid MINNESOTA COPY SYSTEMS $222.51 ESTUDIO MAINTENANCE /COPIES UnPaid MINNESOTA/WI PLAYGROUND 1 $1,521.89 PRAIRIE PK DRINKING FOUNTAIN UnPaid MN DEPARTMENT OF HEALTH - $2,917.00 2ND QTR WATER SUPPLY CONNECTION F UnPaid NAPA OF ELK RIVER INC $303.47 HVLP SPRAY UnPaid NEOPOST INC $38.29 MAIL MACHINE CLEANING KIT UnPaid OFFICEMAX $208.01 BATTERIES & CHARGER UnPaid PLAISTED COMPANIES $4,219.80 PW RETAINING BLOCK UnPaid PUBLIC EMPLOYEES RETIREME $4,174.93 PPE 6/2/07 CH DTD 6/6/07 UnPaid QWEST $145.08 PW PHONE SERVICE UnPaid RANDY'S SANITATION $249.91 13400 90TH ST UnPaid REED BUSINESS INFORMATION $122.65 2007 STREET MAINT PROJ UnPaid SCHWAAB, INC $35.93 NOTARY STAMP - KAREE UnPaid SNAP -ON TOOLS $1,064.46 MISC TOOLS UnPaid SOFTRONICS $1,715.82 PRINTER DRIVER UnPaid SUPERIOR LAWN $5,165.52 W/S PROPERTY UnPaid TR COMPUTER SALES LLC $28.75 TRAINING- CHANGING PERMIT STATUS UnPaid WRIGHT COUNTY AUDITOR -TRE $50,896.67 COOP PURCH VENTURE PROGRAM UnPaid XEROX CORPORATION $516.97 XEROX COPIER LEASE Total Checks $269,933.13 FILTER: None CITY OF OTSEGO 06/06/07 2:25 PM Page 1 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ADAM'S PEST CONTROL INC E 101 -41940 -390 Contracted Services $84.14 322074 QUARTERLY SERVICE Total ADAM'S PEST CONTROL INC $84.14 Unpaid a-. ...._ ALLIANCE BENEFIT GROUP E 101 -41600 -123 Health $320.84 PPE 6/2/07 CH DTD 6/6/07 E 101 -43100 -123 Health $481.26 PPE 6/2/07 CH DTD 6/6/07 G 101 -21706 Hospitalization /Medical Ins $539.48 PPE 6/2/07 CH DTD 6/6/07 E 250 -42410 -123 Health $802.10 PPE 6/2/07 CH DTD 6/6/07 E 101 -41400 -123 Health $641.68 PPE 6/2/07 CH DTD 6/6/07 Total ALLIANCE BENEFIT GROUP $2,785.36 ,�,„, .............._ _ ...,._........_.._..,...._ ., .HI Unpaid BANK OF ELK RIVER -1 E 101- 41400410 Rentals (GENERAL) $50.00 SAFE DEPOSIT BOX Total BANK OF ELK RIVER -1 $50.00 Unpaid BLUE CROSS BLUE SHIELD OF M E 101 - 41400 -123 Health $2,225.00 JULY MEDICAL E 101 -41600 -123 Health $588.00 JULY MEDICAL E 101 -43100 -123 Health $1,377.00 JULY MEDICAL E 250 -42410 -123 Health $2,171.00 JULY MEDICAL Total BLUE CROSS BLUE SHIELD OF MN $6,361.00 Unpaid BROCK WHITE CO LLC E 441 -43100 -530 Improvements Other Than Bldgs $491.19 11647295 -00 176 X 432 PROPEX Total BROCK WHITE CO LLC $491.19 Unpaid CHARTER COMMUNICATIONS E 101 -41400 -390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.06 Unpaid CITY OF ALBERTVILLE E 21142200 -390 Contracted Services $14,109.90 2007093 2ND QTR 2007 FIRE SERVICE Total CITY OF ALBERTVILLE $14,109.90 Unpaid a -CeS CITY OF MONTICELLO E 101 -42710 -390 Contracted Services $134.19 10439 APR ANIMAL CONTROL E 101 -42710 -390 Contracted Services $268.38 10439 MAR ANIMAL CONTROL E 21342200 -390 Contracted Services $5,533.50 10439 2ND QTR 2007 FIRE CONTRACT Total CITY OF MONTICELLO $5,936.07 Unpaid COBORNS INC E 250 -42410 -310 Miscellaneous $56.38 DRY CLEANING Total COBORNS INC $56.38 Unpaid CP TELECOM E 101 -41400 -320 Telephone $149.75 TELEPHONE E 250 -42410 -320 Telephone $449.25 TELEPHONE Total CP TELECOM $599.00 Unpaid DASCOM SYSTEM GROUP, INC E 441 -43100 -520 Buildings and Structures $1,618.80 28630 -IN LABOR - POWERPOINT EQPT INSTAL Total DASCOM SYSTEM GROUP, INC $1,618.80 sass Unpaid DJ'S TOTAL HOME CENTER E 101 -45200 -220 Repair /Maint Supply (GENERAL) $6.38 21929 NYLON LOCK NUTS E 101 -43100 -240 Small Tools $32.97 22232 RUBBER MALLET, LEVELS CITY OF OTSEGO 06/06/07 2:25 PM Page 2 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment E 101 -43100 -210 Operating Supplies (GENERAL) $8.51 22375 PAINT TRAY E 101 -43100 -220 Repair /Maint Supply (GENERAL) $7.41 22501 ANCHORS, TAPE, SINK REPAIR Total DJ'S TOTAL HOME CENTER $55.27 Unpaid � � -- - -- ECM PUBLISHERS INC E 101 -43100 -350 Print/Binding (GENERAL) $311.85 244397 AD FOR BIDS - 2007 ST MAINT E 101 -41400 -350 Print/Binding (GENERAL) $51.98 244398 LEGAL - PUBLIC HEARING Total ECM PUBLISHERS INC $363.83 Un paid ELK RIVER WINLECTRIC CO. E 101 - 41940 -430 Miscellaneous (GENERAL) $12.23 116768 CITY HALL LIGHT REMOVAL SPLICE Total ELK RIVER WINLECTRIC CO. $12.23 Unpaid FINKEN'S WATER CARE - E 101 -41940 -390 Contracted Services $109.51 BOTTLED WATER/SOLAR SALT Total FINKEN'S WATER CARE $109.51 Unpaid FORT DEARBORN LIFE E 101 -41400 -130 Employer Paid Ins (GENERAL) $203.53 ADMIN - JUNE E 602 -49450 -130 Employer Paid Ins (GENERAL) $8.85 UTIL - JUNE E 101 -43100 -130 Employer Paid Ins (GENERAL) $278.37 PW - JUNE E 250 -42410 -130 Employer Paid Ins (GENERAL) $238.33 BLDG - JUNE E 601 -49400 -130 Employer Paid Ins (GENERAL) $8.85 UTIL - JUNE E 101 -41600 -130 Employer Paid Ins (GENERAL) $148.55 FIN - JUNE . Total FORT DEARBORN LIFE $886.48 Unpaid GLENS TRUCK CENTER INC E 101 -43100 -210 Operating Supplies (GENERAL) $45.05 138329 OIL FILTERS Total GLENS TRUCK CENTER INC $45.05 Unpaid HAKANSON ANDERSON ASSOC INC E 444 -43100 -302 Engineering Fees $384.84 21049 TRUNK WTRMN /FRCMN - 101 FRTG R E 101 -41400 -348 Maps $4,236.56 21050 GOPHER ONE CALL MAPS G 701 -22434 Crimson Ponds West $1,881.74 21051 CRIMSON PONDS WEST G 701 -22315 RIVERWOOD NATIONAL $100.00 21052 RIVERWOOD NATIONAL G 701 -22361 SUN RAY FARMS $141.25 21053 SUNRAY FARMS G 701 -22356 KITTR CROSS PPRZ $334.97 21054 KITTREDGE CROSSING G 701 -22349 ARBOR CREEK $190.22 21055 ARBOR CREEK G 701 -22369 DR H ZIMMER PROP $473.98 21056 ZIMMER FARMS G 701 -22462 DUKE REALTY $306.36 21057 ROLLING MEADOWS /DUKE E 495 -43100 -302 Engineering Fees $10,349.71 21060 QUANTRELLE AVE /88TH ST E 475 -43100 -302 Engineering Fees $635.95 21061 WFE UTILITIES E 444 -43100 -302 Engineering Fees $495.67 21062 TRUNK SS/WTRMN @ 42/101 E 444 -43100 -302 Engineering Fees $1,890.77 21064 101/37/42 SS & WATER BORINGS E 601 -49400 -302 Engineering Fees $270.60 21065 SCADA REVISIONS E 444- 43100 -302 Engineering Fees $13,882.41 21066 65TH ST DUAL FORCEMAIN E 203 -45210 -302 Engineering Fees $1,731.50 21068 OTSEGO CITY PARKS G 701 -22430 KITTREDGE CROSS 8 $78.55 21069 KITTREDGE 8 G 701 -22392 MISSISSIPPI COVE 1 & 2 $1,697.31 21070 DAVIS MISSISSIPPI COVE G 701 -22445 RIVER PLACE II $756.15 21071 RIVERPLACE 2 G 701 -22463 ARBOR CREEK 4TH $765.70 21072 ARBOR CREEK 4 G 701 -22433 ZIMMER FARMS 5 /PHASE 4 $501.03 21073 ZIMMER FARMS 5 G 701 -22467 ZIMMER FARMS 6 $461.24 21074 ZIMMER FARMS 6 G 701 -22474 CRIMSON PONDS WEST 2ND ADD $141.39 21075 CRIMSON PONDS WEST 2 G 701 -22479 RIVERPLACE 3RD ADDITION $528.00 21076 RIVERPLACE 3 G 701 -22401 ZIMMERFARMS 3RD $82.78 21077 ZIMMER FARMS 3 G 701 -22406 KITCROSS 5/6 $946.41 21078 KITTREDGE 5/6 G 701 -22409 PLEASANT CRK 3RD $246.61 21079 PLEASANT CREEK 3 CITY OF OTSEGO 06/06/07 2:25 PM Page 3 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment G 701 -22415 NORIN'S LANDING $819.07 21080 NORIN'S LANDING G 701 -22413 OTSEGO PRESERVE II $328.45 21081 OTSEGO PRESERVE 2 G 701 -21855 FRIENDSHIP ADDITION $983.68 21082 FRIENDSHIP G 701 -22419 ZIMMER 4TH $54.11 21083 ZIMMER FARMS 4 G 701 -22426 FIN PLAT ARBOR CRK 3 $1,849.69 21084 ARBOR CREEK 3 G 701 -22432 OTSEGO PRESERVE III $192.88 21085 OTSEGO PRESERVE 3 G 701 -22422 ROTTLUND HOMES $6,978.71 21086 ROTTLUND/WILDFLOWER G 701 -22465 GREAT RIVER CTR $655.25 21087 GREAT RIVER CENTRE G 701 -22431 PLEASANT CRK 4TH $284.01 21088 PLEASANT CREEK 4 E 428 -49400 -302 Engineering Fees $310.62 21089 TRUNK WTRMN - WELLS 4 & 5 - TO E 601 -49400 -302 Engineering Fees $244.76 21090 WELL #6 G 701 -22366 MARTIN FARMS $1,027.07 21091 MARTIN FARMS G 701 -21851 RIVERPOINTE 4TH $133.93 21092 RIVER POINTE 4 G 701 -22384 FOREST HILLS $248.08 21093 FOREST HILLS G 701 -22393 REMINGTON COVES $886.08 21094 REMINGTON COVES G 701 -22387 ARBOR PLACE PPREZONE $367.17 21095 ARBOR PLACE G 701 -22394 DUERR PROP $324.38 21096 DUERR CREEK G 701 -22396 ARBOR CREEK 2ND $817.39 21097 ARBOR CREEK 2 G 701 -22397 SUNRAY FARMS 2ND $420.17 21098 SUNRAY FARMS 2 E 485 -43100 -302 Engineering Fees $1,055.23 21099 QUEENS AVE DRAINAGE E 408 - 43100 -302 Engineering Fees $793.28 21100 OTSEGO CREEK IMPR PROJ E 427 - 43100 -302 Engineering Fees $2,373.47 21101 MACIVER - 80TH TO 60TH E 250 -42410 -311 Ping & Eng. - 101Traffic Study $2,105.88 21102 TRUNK HWY 101 E 101 -41560 -302 Engineering Fees $1,312.39 21103 2007 MSAA E 101 -41560 -302 Engineering Fees $1,093.65 21104 2007 STAFF MEETINGS G 701 -21861 EAGLE TRUCK INTERIM USE PERM $251.42 21105 MINING PERMITS E 444 -49400 -302 Engineering Fees $5,433.75 21106 WELL 8 & 9 E 485 -43100 -302 Engineering Fees $12,776.48 21107 QUEENS AVE IMPR E 485 -43100 -302 Engineering Fees $1,661.96 21108 CSAH 42 - 39TH TO 85TH E 485 -43100 -302 Engineering Fees $974.15 21109 CSAH 42 SIGNALS E 490 -49400 -302 Engineering Fees $1,105.29 21110 W/S IMPR -194 W IND PK E 490 -49400 -302 Engineering Fees $1,105.29 21110 W/S IMPR -194 W IND PK E 480 -43100 -302 Engineering Fees $11,561.72 21111 194 /ALBERTVILLE TRAFFIC STUDY E 444 -49400 -302 Engineering Fees $22,335.54 21112 WATER TOWER #3 E 499 -49400 -302 Engineering Fees $903.00 21113 CITY WELL HEAD PROTECTION E 101 -41560 -302 Engineering Fees $2,251.68 21114 CITY MAP G 701 -22439 BRAD PRAUGHT $1,146.80 21115 LINCO G 701 -22499 ARROWHEAD SUPPLY $567.40 21115 ARROWHEAD /EDCO G 701 -22486 BOB'S PRODUCE $121.51 21115 BOB'S PRODUCE G 701 -21856 WATERFRONT EAST 3RD $840.68 21115 WFE 3/4 E 495 -49450 -302 Engineering Fees $3,634.36 21116 GRENINS CITY SEWER E 101 -41560 -302 Engineering Fees $3,388.10 21117 2007 ROAD MAINT PROJ E 426 -43100 -302 Engineering Fees $2,003.29 21118 QUADAY - 78TH TO CSAH 37 E 426 - 43100 -302 Engineering Fees $3,966.83 21119 QUADAY - 78TH TO CSAH 37 E 601 -49400 -302 Engineering Fees $1,097.28 21120 MISC. W/S ISSUES E 101- 41560 -302 Engineering Fees $3,400.21 21120 MISC. ENGINEERING E 602 -49450 -302 Engineering Fees $1,097.27 21120 MISC. W/S ISSUES Total HAKANSON ANDERSON ASSOC INC $150,795.11 Unpaid HENNEPIN COUNTY TREASURER E 101- 41400 -310 Miscellaneous $100.00 KAREE ROWELL - NOTARY COMM Total HENNEPIN COUNTY TREASURER $100.00 Unpaid HYDRO METERING TECHNOLOGY INC E 601 - 49400 -203 Supplies - General $2,992.65 36251 -IN WATER METERS Total HYDRO METERING TECHNOLOGY INC $2,992.65 CITY OF OTSEGO 06/06/07 2:25 PM Page 4 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment Unpaid ICMA RETIREMENT TRUST E 101 -41400 -121 PERA $212.22 PPE 6/2/07 CH DTD 6/6/07 G 101 -21705 Other Retirement $611.00 PPE 6/2/07 CH DTD 6/6/07 Total ICMA RETIREMENT TRUST $823.22 Unpaid INTERSTATE ALL BATTERY CENTER E 101 -43100 -220 Repair /Maint Supply (GENERAL) $233.08 69477 BATTERIES FOR SPEED WAGON Total INTERSTATE ALL BATTERY CENTER $233.08 Unpaid JOHN LENZ G 701 -21850 KENNETH SHIERTS - VACATION $554.03 SHIERTS VACATION - ESCROW REFU Total JOHN LENZ $554.03 Unpaid JOHNSTONE SUPPLY E 250 - 42410 -310 Miscellaneous $26.65 147039 BLDG INSP SMOKEYS Total JOHNSTONE SUPPLY $26.65 Unpaid KELLER WILLIAMS INTEGRITY R 601 -37150 WATER SALES $42.17 W/S ACCT #13460-01 REFUND Total KELLER WILLIAMS INTEGRITY $42.17 Unpaid LEAGUE OF MN CITIES E 101 - 41400 -360 Education /Training /Conferences $400.00 1 -000030978 2007 CONFERENCE FEE - MIKE ROB Total LEAGUE OF MN CITIES $400.00 Unpaid LONG & SONS E 101 - 41940-389 Cleaning Services $745.50 07 -169 MAY CLEANING E 101 -41940 -203 Supplies - General $233.45 07 -169 CLEANING SUPPLIES Total LONG & SONS $978.95 Unpaid MARTIES FARM SERVICE INC� E 101 -43100 -210 Operating Supplies (GENERAL) $156.02 68444 PREMIUM SUNNY SEED Total MARTIES FARM SERVICE INC $156.02 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101 - 41400-390 Contracted Services $65.00 14587 JUNE FEE - FLEX Total MARTIN BENEFIT ADMINISTRATORS $65.00 Unpaid MENARDS E 101 -45200 -210 Operating Supplies (GENERAL) $19.95 62252 MISC. SUPPLIES E 101- 45200 -210 Operating Supplies (GENERAL) $15.94 62892 MISC. SUPPLIES E 101 -43100 -210 Operating Supplies (GENERAL) $82.77 63138 MISC. SUPPLIES Total MENARDS $118.66 ERG Unpaid ._�, MERGES ANDREW E 101-41550-390 Contracted Services $5,416.66 MAY 2007 ASSESSING WORK Total MERGES ANDREW $5,416.66 Unpaid MINNESOTA COPY SYSTEMS E 101-41400-413 Office Equipment Rental $222.51 158461 ESTUDIO MAINTENANCE /COPIES Total MINNESOTA COPY SYSTEMS $222.51 Unpaid --MINNESOTA/WI-PLAYGROUND INC E 203 - 45210-530 Improvements Other Than Bldgs $1,521.89 2007083 PRAIRIE PK DRINKING FOUNTAIN Total MINNESOTA/WI PLAYGROUND INC $1,521.89 Unpaid MN DEPARTMENT OF HEALTH - ATE E 601-49400-375 WATER TEST FEE $2,917.00 2ND QTR WATER SUPPLY CONNECTIO CITY OF OTSEGO 06/06/07 2:25 PM Page 5 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment Total MN DEPARTMENT OF HEALTH - WATE $2,917.00 Unpaid NAPA OF ELK RIVER INC _...._ E 10143100 -210 Operating Supplies (GENERAL) $47.34 287692 HI -DRI TOWELS E 101 -43100 -220 Repair /Maint Supply (GENERAL) $74.25 288316 HOSE ENDS, HOSE, FITTINGS E 101 -43100 -210 Operating Supplies (GENERAL) $4.53 288509 WATER VALVE CAPS E 101 -43100 -210 Operating Supplies (GENERAL) $31.84 289413 FUEL FILTER E 101 -43100 -210 Operating Supplies (GENERAL) $33.24 290050 THINNER, MISC SUPPLIES E 101 -43100 -220 Repair / Maint Supply (GENERAL) $69.60 292032 REDUCER, FP KIT E 101 -43100 -210 Operating Supplies (GENERAL) $42.67 292296 HVLP SPRAY Total NAPA OF ELK RIVER INC $303.47 Unpaid NEOPOST INC E 601 -49400 -201 Office Supplies $38.29 12096331 MAIL MACHINE CLEANING KIT Total NEOPOST INC $38.29 Unpaid OFFICEMAX E 101 -41400 -201 Office Supplies $172.88 486914 OFFICE SUPPLIES E 250 -42420 -310 Miscellaneous $35.13 486914 BATTERIES & CHARGER Total OFFICEMAX $208.01 Unpaid PLAISTED COMPANIES E 44143100 -530 Improvements Other Than Bldgs $1,629.36 19140 PW STORM WATER RIP RAP E 441 -43100 -530 Improvements Other Than Bldgs $2,590.44 39654 PW RETAINING BLOCK Total PLAISTED COMPANIES $4,219.80 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101 -21704 PERA $2,000.48 PPE 6/2/07 CH DTD 6/6/07 E 101 - 41600 -121 PERA $370.70 PPE 6/2/07 CH DTD 6/6/07 E 101 -43100 -121 PERA $660.57 PPE 6/2/07 CH DTD 6/6/07 E 60249450 -121 PERA $24.33 PPE 6/2/07 CH DTD 6/6/07 E 601 - 49400 -121 PERA $24.34 PPE 6/2/07 CH DTD 6/6/07 E 250 -42410 -121 PERA $681.68 PPE 6/2/07 CH DTD 6/6/07 E 101 -41400 -121 PERA $412.83 PPE 6/2/07 CH DTD 6/6/07 Total PUBLIC EMPLOYEES RETIREMENT FD $4,174.93 Unpaid QWEST E 101 -43100 -320 Telephone $145.08 PW PHONE SERVICE Total QWEST $145.08 Unpaid RANDY'S SANITATION E 101 -43100 -325 Garbage Service $151.04 13400 90TH ST E 101 -41940 -325 Garbage Service $98.87 8899 NASHUA AVE Total RANDY'S SANITATION $249.91 Unpaid REED BUSINESS INFORMATION E 101 -43100 -350 Print/Binding (GENERAL) $122.65 3639034 2007 STREET MAINT PROJ Total REED BUSINESS INFORMATION $122.65 Unpaid SCHWAAB, INC E 101 -41400 -203 Supplies - General $35.93 V96845 NOTARY STAMP - KAREE Total SCHWAAB, INC $35.93 Unpaid SNAP -ON TOOLS E 101 -43100 -240 Small Tools $638.46 199199 MISC TOOLS E 101 -43100 -240 Small Tools $426.00 202789 MISC TOOLS Total SNAP -ON TOOLS $1,064.46 Unp aid �., SOFTRONICS CITY OF OTSEGO 06/06/07 2:25 PM Page 6 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment E 250 -42410 -390 Contracted Services $362.50 2213 BLDG LABOR E 101 -41400 -390 Contracted Services $290.00 2213 ADMIN LABOR E 101 -41600 -390 Contracted Services $290.00 2213 FIN LABOR E 101 -43100 -390 Contracted Services $362.50 2213 PW LABOR E 10143100 -203 Supplies - General $11.29 2213 PRINTER DRIVER E 250 -42410 -201 Office Supplies $254.53 2213 MICROSOFT ACCESS E 601 -49400 -390 Contracted Services $72.50 2213 W/S LABOR E 602 -49450 -390 Contracted Services $72.50 2213 W/S LABOR Total SOFTRONICS $1,715.82 Unpaid SUPERIOR LAWN E 101 -45200 -390 Contracted Services $480.32 1115 HERBICIDE TREATMENT - LILY PON E 101 -41940 -390 Contracted Services $1,709.99 1115 CITY PROPERTY E 101 -45200 -390 Contracted Services $1,909.55 1115 HERBICIDE TREATMENT - PRAIRIE E 602 -49450 -390 Contracted Services $532.83 1115 W/S PROPERTY E 601 -49400 -390 Contracted Services $532.83 1115 W/S PROPERTY Total SUPERIOR LAWN $5,165.52 .........._ .. Unpaid TR COMPUTER SALES LLC E 250 -42410 -390 Contracted Services $28.75 19348A TRAINING- CHANGING PERMIT STATU Total TR COMPUTER SALES LLC $28.75 Unpaid WRIGHT COUNTY AUDITOR - TREASURE E 250 -42410 -355 Dues & Memberships $40.00 COOP PURCH VENTURE PROGRAM E 101 -42100 -390 Contracted Services $50,856.67 PATROL -07 -6 JUNE SHERIFF PATROL Total WRIGHT COUNTY AUDITOR- TREASURE $50,896.67 Unpaid XEROX CORPORATION E 101 - 41400 -413 Office Equipment Rental $516.97 25248392 XEROX COPIER LEASE Total XEROX CORPORATION $516.97 10100 BANK OF ELK RIVER $269,933.13 CITY OF OTSEGO 06/06/07 2:26 PM Page 7 *Check Detail Register© JUNE 2007 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $94,358.06 203 PARK DEVELOPMENT $3,253.39 211 Albertville Fire District $14,109.90 213 Monticello Fire District $5,533.50 250 BUILDING PERMIT FEES $7,252.18 408 Otsego Creek Watershed $793.28 426 Quaday & CSAH 37 $5,970.12 427 MACIVER/70TH ST ACCESS $2,373.47 428 WEST WATER PROJ $310.62 441 Otsego City Campus $6,329.79 444 SE Utilities Project $44,422.98 475 Waterfront East/Miss. Shores $635.95 480 I94 /CASH 37 Project $11,561.72 485 Street Impr. Fund - 2006 $16,467.82 490 194 Industrial Park - W/S PROJ $2,210.58 495 2007 Grenins, Friendship &Quan $13,984.07 499 WELLHEAD PROTECTION PROJECT $903.00 601 WATER FUND $8,241.27 602 SEWER FUND $1,735.78 701 DEVELOPMENT ESCROWS FUND $29,485.65 $269,933.13 ITEM 5_2 RESOLUTION NO. 2007-30 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING THE PERMANENT INTERFUND ACCOUNTING TRANSFERS WHEREAS, the following accounting transfers have been made on December 31, 2006 to properly reflect the finandng of various projects and related activities of the City, and WHEREAS, the accounting transfers require the approval of the City Council by a resolution and to properly document this financing and approval, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA THAT THE FOLLOWING ACCOUNTING TRANSFERS BE APPROVED: 1. $348,284 is hereby transferred from the MSA Capital Projects Fund to the Maciver/70 Street Capital Projects Fund to finance the costs of the 2006 costs of the project not financed by street access fees. 2. $54,293 is hereby transferred from the Revolving Capital Improvements Fund to the I94 /CSAH 37 Capital Projects Fund to finance the preliminary costs incurred with this study. 3. $637,677 is hereby transferred from the Revolving Capital Improvements Fund to the I94 Industrial Park Capital Projects Fund to finance the improvement costs. 4. $27,508 is hereby transferred from the Water Operating Fund to the Wellhead Protection Fund to finance the 2005 and 2006 costs incurred for this project. 5. $36,653 is hereby transferred from the 1996 Debt Service Fund to the Revolving Capital Improvements Fund to dose the remaining balance after all debt service payments have been made. 6. $400,000 is hereby transferred from the Quaday Capital Improvements Fund to the related Quaday Debt Service Fund to dose a portion of the remaining assets of the project for debt service payments. Motion for adoption of the resolution by , seconded by at the City Council meeting of June 11, 2007. CITY OF OTSEGO Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk ITEM 5_3 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2007-33 RESOLUTION CALLING FOR A PUBLIC HEARING ON PROPOSED PROPERTY TAX ABATEMENTS FOR THE DUKE REALTY PROJECT BE IT RESOLVED by the City Council (the "Council ") of the City of Otsego, Minnesota (the "City "), as follows: 1. Recitals. (a) Minnesota Statutes, Sections 469.1812 through 469.1815, both inclusive, authorize the City, upon satisfaction of certain conditions, to grant an abatement of all or a part of the taxes levied by the City on real property within its boundaries. (b) It is a legal requirement that the City hold a public hearing prior to adoption of a resolution granting any property tax abatements. 2. Hearing. A public hearing on the consideration of the property tax abatement will be held at the time and place set forth in the Notice of Hearing attached hereto as Exhibit A and hereby made a part hereof. 3. Notice. The City Clerk is hereby authorized and directed to cause notice of said hearing in substantially the form attached hereto as Exhibit A to be given one publication in a newspaper of general circulation in the City at least 10 days but not more than 30 days before the hearing. The newspaper must be one of general interest and readership in the City, and the notice must be published at least once. Councilmember moved for the adoption of the foregoing resolution, and said motion was duly seconded by Councilmember , and upon a vote being taken thereon after full discussion thereof, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 2036236v1 Adopted on June 11, 2007, by the Otsego City Council. Mayor Attest: City Clerk 2 2036236v1 CITY CLERK'S CERTIFICATE I, the undersigned, being the duly qualified and acting Clerk of the City of Otsego, Minnesota (the "City "), DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council of the City, duly called and held on the date therein indicated, insofar as such minutes relate to the calling of a public hearing on a proposed property tax abatement. WITNESS my hand this day of June 2007. City Clerk Otsego, Minnesota 3 2036236v1 EXHIBIT A CITY OF OTSEGO NOTICE OF PUBLIC HEARING REGARDING PROPOSED PROPERTY TAX ABATEMENTS FOR THE DUKE REALTY PROJECT NOTICE IS HEREBY GIVEN that the City Council of the City of Otsego, Minnesota, will hold a public hearing at a meeting of the Council beginning at 6:30 p.m., on Monday, July 9, 2007, to be held at the Otsego City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota, on the proposal that the City abate property taxes levied by the City on Parcel Identification Nos. Outlot F, Gateway North (Gateway North II Addition as approved) in the City (the "Property ") for an approximately 109 acre industrial park (the "Improvements ") to be constructed by the Company. The total amount of the taxes proposed to be abated by the City on the Property for up to a ten year period is estimated to be not more than $500,000. The City Council will consider granting a property tax abatement in response to the request. Information about the proposed tax abatements and a copy of the draft Tax Abatement Agreement for the recipient are available for inspection at the office of the Director of the Economic Development Authority at the City Hall during regular business hours. Any person with residence in or the owner of taxable property in the City may file a written complaint with the City if the City fails to comply with Minnesota Statutes, Sections 116J.993 to 116J.995, and no action may be filed against the City for the failure to comply unless a written complaint is filed. All interested persons may appear at the July 9 public hearing and present their views orally or in writing. Dated: June 11, 2007 By Order of The City Council City of Otsego, MN (s)Judy Hudson City Clerk Published: Star News 06 -20 -07 2036236v1 A -1 RESOLUTION NO. 2007-34 RESOLUTION CALLING FOR A PUBLIC HEARING ON THE PROPOSED ADOPTION OF BUSINESS SUBSIDY CRITERIA WHEREAS, the State Legislature has adopted Minnesota Statutes, Sections 1161993 to 116J.996 (the "Statutes ") governing business subsidies granted by units of government; and WHEREAS, the City of Otsego (the "City ") fits the definition of "grantor" in the Statutes; and WHEREAS, a grantor is required to adopt a set of criteria for awarding business subsidies. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "Council ") for the City of Otsego, Minnesota, as follows: Section 1. Public Hearing. The Council shall meet on July 9, 2007, at approximately 6:30 p.m., to hold a public hearing on the proposed adoption of criteria for awarding business subsidies in accordance with the Statutes; and Section 2. Notice of Public Hearing. City staff is authorized and directed to work with Northland Securities, Inc. to prepare the criteria. The City Clerk is authorized and directed to cause notice of the hearing to be published at least once in the official newspaper of the City not later than 10 days prior to July 9, 2007, and to place a copy of the proposed criteria on file and to make such copy available for inspection by the public. Dated: June 11, 2007 Mayor City Clerk 2036179v1 NOTICE OF PUBLIC HEARING City of Otsego County of Wright State of Minnesota NOTICE IS HEREBY GIVEN that the City Council of the City of Otsego, Minnesota, will hold a public hearing on July 9, 2007, at approximately 6:30 p.m. at the City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota, relating to the establishment of business subsidy criteria, pursuant to Minnesota Statutes, Sections 116J.993 through 116J.996. Copies of the proposed business subsidy criteria are on file and available for public inspection at the offices of the City of Otsego. All interested persons may appear at the hearing and present their views orally or prior to the meeting in writing. Dated: June 11, 2007 By Order of The City Council City of Otsego, Minnesota /s/ Judy Hudson City Clerk Published: Star News 06 -20 -07 2036179v1 - 2 - CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2007-33 RESOLUTION CALLING FOR A PUBLIC HEARING ON PROPOSED PROPERTY TAX ABATEMENTS FOR THE DUKE REALTY PROJECT BE IT RESOLVED by the City Council (the "Council ") of the City of Otsego, Minnesota (the "City "), as follows: 1. Recitals. (a) Minnesota Statutes, Sections 469.1812 through 469.1815, both inclusive, authorize the City, upon satisfaction of certain conditions, to grant an abatement of all or a part of the taxes levied by the City on real property within its boundaries. (b) It is a legal requirement that the City hold a public hearing prior to adoption of a resolution granting any property tax abatements. 2. Hearing. A public hearing on the consideration of the property tax abatement will be held at the time and place set forth in the Notice of Hearing attached hereto as Exhibit A and hereby made a part hereof. 3. Notice. The City Clerk is hereby authorized and directed to cause notice of said hearing in substantially the form attached hereto as Exhibit A to be given one publication in a newspaper of general circulation in the City at least 10 days but not more than 30 days before the hearing. The newspaper must be one of general interest and readership in the City, and the notice must be published at least once. Councilmember moved for the adoption of the foregoing resolution, and said motion was duly seconded by Councilmember , and upon a vote being taken thereon after full discussion thereof, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 2036236v1 Adopted on June 11, 2007, by the Otsego City Council. Mayor Attest: City Clerk 2 2036236v1 CITY CLERK'S CERTIFICATE I, the undersigned, being the duly qualified and acting Clerk of the City of Otsego, Minnesota (the "City "), DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council of the City, duly called and held on the date therein indicated, insofar as such minutes relate to the calling of a public hearing on a proposed property tax abatement. WITNESS my hand this day of June 2007. City Clerk Otsego, Minnesota 3 2036236v1 EXHIBIT A CITY OF OTSEGO NOTICE OF PUBLIC HEARING REGARDING PROPOSED PROPERTY TAX ABATEMENTS FOR THE DUKE REALTY PROJECT NOTICE IS HEREBY GIVEN that the City Council of the City of Otsego, Minnesota, will hold a public hearing at a meeting of the Council beginning at 6:30 p.m., on Monday, July 9, 2007, to be held at the Otsego City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota, on the proposal that the City abate property taxes levied by the City on Parcel Identification Nos. Outlot F, Gateway North (Gateway North II Addition as approved) in the City (the "Property ") for an approximately 109 acre industrial park (the "Improvements ") to be constructed by the Company. The total amount of the taxes proposed to be abated by the City on the Property for up to a ten year period is estimated to be not more than $500,000. The City Council will consider granting a property tax abatement in response to the request. Information about the proposed tax abatements and a copy of the draft Tax Abatement Agreement for the recipient are available for inspection at the office of the Director of the Economic Development Authority at the City Hall during regular business hours. Any person with residence in or the owner of taxable property in the City may file a written complaint with the City if the City fails to comply with Minnesota Statutes, Sections 116J.993 to 116J.995, and no action may be filed against the City for the failure to comply unless a written complaint is filed. All interested persons may appear at the July 9 public hearing and present their views orally or in writing. Dated: June 11, 2007 By Order of The City Council City of Otsego, MN (s)Judy Hudson City Clerk Published: Star News 06 -20 -07 2036236v1 A -1 RESOLUTION NO. 2007-34 RESOLUTION CALLING FOR A PUBLIC HEARING ON THE PROPOSED ADOPTION OF BUSINESS SUBSIDY CRITERIA WHEREAS, the State Legislature has adopted Minnesota Statutes, Sections 116J.993 to 116J.996 (the "Statutes ") governing business subsidies granted by units of government; and WHEREAS, the City of Otsego (the "City ") fits the definition of "grantor" in the Statutes; and WHEREAS, a grantor is required to adopt a set of criteria for awarding business subsidies. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "Council ") for the City of Otsego, Minnesota, as follows: Section 1. Public Hearing. The Council shall meet on July 9, 2007, at approximately 6:30 p.m., to hold a public hearing on the proposed adoption of criteria for awarding business subsidies in accordance with the Statutes; and Section 2. Notice of Public Hearing. City staff is authorized and directed to work with Northland Securities, Inc. to prepare the criteria. The City Clerk is authorized and directed to cause notice of the hearing to be published at least once in the official newspaper of the City not later than 10 days prior to July 9, 2007, and to place a copy of the proposed criteria on file and to make such copy available for inspection by the public. Dated: June 11, 2007 Mayor City Clerk 2036179v1 NOTICE OF PUBLIC HEARING City of Otsego County of Wright State of Minnesota NOTICE IS HEREBY GIVEN that the City Council of the City of Otsego, Minnesota, will hold a public hearing on July 9, 2007, at approximately 6:30 p.m. at the City Hall, 8899 Nashua Avenue NE, Otsego, Minnesota, relating to the establishment of business subsidy criteria, pursuant to Minnesota Statutes, Sections 116J.993 through 116J.996. Copies of the proposed business subsidy criteria are on file and available for public inspection at the offices of the City of Otsego. All interested persons may appear at the hearing and present their views orally or prior to the meeting in writing. Dated: June 11, 2007 By Order of The City Council City of Otsego, Minnesota /s/ Judy Hudson City Clerk Published: Star News 06 -20 -07 2036179v1 - 2 - ITEM 5.4 e mo To: Mayor Foumier, Council Members Vem Heidner, Jessica Stockamp, Mark Thorsted and Tom Darkenwald CC: Judy Hudson, City Clerk and Mike Robertson, City Administrator From: Sandy Date: June 7, 2007 Re: Approval of One Day Event Please consider the approval for a One Day Event for LandCor, Inc to be held on June 23, 2007. The location for this One Day Event will be in Otsego Waterfront East. City Staff finds the request meets City Code requirements and recommends approval. City of Otsego Otsego City Hall 8899 Nashua Avenue NE Otsego, MN 55330 612/441 -4414 I. TITLE, PURPOSE AND BRIEF DESCRIPTION OF EVENT: Cleft - 0 \\_'X.'( Y _ M 1 t � r r t rte ht _ j X New Application 1 _ Renewal of or Change In Application Refer media or citizen inquiries to: e f ;t c ': Cyr Y• \ +(1 Telephone: or II. APPLICANT AUTHORIZATION: Attach a written communication from the organization or organizations in whose name the event will be advertised which authorizes you, the applicant, to apply for this special events permit on its or their behalf. Applicant's Name: iSiiCCll Title: R :dpi PLoac r - Address: Ct2) lt t \k... Kt• t z,C'L ; \ ic t;ity rfi �kJI Mailing Address: Affiliation: NA' Daytime Phone: Evening Phone: Emergency Phone: U ` - LtV; : �q _l "?� LjL)S - :2)-6 i III. EVENT PRINCIPALS: On the next sheet, please list names, addresses, and telephone numbers of all the principals involved in any way in the proposed special event. Include professional event organizers, event promoters, financial underwriters, commercial sponsors, charitable agencies for whose benefit the event is being produced, the organization or organizations in whose name the event is being advertised, and all others administratively, financially, or organizationally involved as principals in the production of the proposed special event. Make additional copies of the next sheet asneeded to include all of the principals involved in the p oposed special event. Name L( \L1CCv t Organization/Business /Agency /Affiliation -k A►`.`.3 Mailing Address j> >.`1) t fu lc ),no 114 )1L bt'vt rU i 0:PA/ Daytime O) Phone:1� L11Lh Evening Phone: l Other Phone: Title and Functional Responsibility with Regard to the Event:EI r � ' �� n \ 1►\ i` y Il�u t�t�c ri L Will this person have authority to cancel or greatly modify event plans ?.yes_no N_VAAAc Will this person be present at the event area or areas and in charge of the event at all times? i _no Name `- NC1LV1tt1 (:)'2c- ANNA k.:Ckli(Va*.' Organization/Business/Agency/Affiliation Mailing Address Daytime Phone: Evening Phone: Other Phone: Title and Functional Responsibility with Regard to the Event:. Will this person have authority to cancel or greatly modify event plans? _yes_no Will this person be present at the event area or areas and in charge of the event at all times? _yes _no IV. REQUESTED EVENT COMPONENTS: A. Requested day and data (first choice): %`E . 2 . -AzC\: B. Alternate days and dates: Nth C. Requested hours of operation, from 9 'M to a D. Set up beginning day and date 2 2 'V c , time Z • ' Dismantle by day and date 2 s c , time • ' E. Describe the number and type of animals to be used in the event: 1■ F. Attach a draft of the entry form for participants /spectators. G. Anticipated number of participants: _) ( and spectators: VC V. INSURANCE Attach to this application either an insurance policy or a certificate of insurance including the policy number, amount, and the provision that the city of Otsego is included as an additional insured. VI. SANITATION `sze.- lAk Chkc A. Attach your "Plan for Clean- up/Material Preservation." Include number, type and location of trash containers to be provided for the event. Indicate who and how many will be responsible for emptying and cleaning up around container during the event. Indicate who and how many will be responsible for cleaning up after animals if they are used in the event. Indicate who and how many will be responsible for cleaning up the event area after the event. Describe the number, type and location of portable toilets to be provided for the event (or permanent toilets to be used for the event). Include any other plan you have for ensuring post -event cleanliness and material preservation of city facilities, equipment, premises and streets. VII. LOCATION MAP Check off below items that apply to your event. Indicate these items on attached separate maps. Use, where necessary, a to -scale drawing. 14 "A. If a route is involved, the beginning area, the route (indicate directions with arrows), and the finished area; 'r4"B. If a route is involved, the places where buses or trains need to be considered; C. If a route is involved, it will expedite approval of your event if you attach separate maps giving two or three alternate routes; ! if D. If a relay is involved, indicate hand -off points; X E. Entertainment or stage locations (grandstand operators should provide you with a to -scale drawing); F. Alcoholic beverage concession areas; -'( G. Non - alcoholic concession area; H. Food concession areas; _I. General merchandise concession areas; ,k J. Portable toilet facilities (indicate number); K. First aid facilities; L. Event participant and/or spectator parking areas; -k_M. Event organizer's command post; N. Fireworks or pyrotechnics site; O. Vehicle fuel handling site; P. Cooking areas; Q. Tables, enclosures, etc.; 4' R. Temporary or permanent structures constructed for the event; k' S. Site of electrical wiring to be installed for the event; \ T. Trash containers (indicate number): • U. Other. Please describe: VIII. AVAILABILITY OF FOOD, BEVERAGES AND /OR ENTERTAINMENT: A. If there will be music, sound amplification, or any other noise impact, please describe, including the intended hours of the music, sound or noise. 1 - k'�t kri ,d . C(1kSii ( �fi1 � J,11t I t 1, l) ck if;ti(j7 S- +f'i(�l t� l"l�ti 1\CU�Ik I ( (rtr crAN (..la�l , �tC 11� �', � M `•C'1 (N1�..�k O L 11- V `' B. Alcoholic beverages to be served? 'Yes No C. If yes, describe what system will be used to ensure that alcoholic beverages will be consumed only by those persons 21 years and older. li � Oct-I) 1` ; i \ c \- c 4krt i>`. \ t ; r (ct;ie\ l_: c.I D. If yes, describe how, where, when and by whom the alcoholic beverages will be served. (it f\A 17 -- Li �,�r + k s('cl a C 'l 1 CI( 1 t;( \( W (C r - (I E. If a casino party, a dance or live entertainment is part of your event, please describe. F. Please describe all of the activities of your event for which a license is required, for example, a cabaret license, a caterer's license, a general merchandise concession license, etc. (Attach to this application all required licenses.) G. Food and/or non - alcoholic beverages to be served? :6Yes _No H. If yes, describe sanitation measures, food handling procedures and the nature of the food (such as pre - packaged foods, hot dogs, pre -mixed sodas, unpeeled fruit, raw meats, vegetables, fish, or peeled and cut fruit). v)( tx,(rtl ‘')At,{&`A01\L ( ttE ) (i(A (i ;vrt i ttt■ ( ail =, f � � rtt` IV \ r,1� c t . -y Et I. If yes, you may need to have a health permit from either the State of Minnesota or Wright County. Attach a copy of your health permit to this application. J. If you intend to cook food in the event area, describe your area layout, including fuel or electrical sources to be used. IX. SECURITY AND SAFETY PROCEDURES: A. Describe your proposed procedures for set up, operation, internal security and crowd control. t\ dam & k \ CV( ` _ { 1 � i 1 1 r: ii\ocAr B. If the event is to occur at night, describe how you are going to light the event area in order to increase the safety of participants and spectators coming to and leaving the event. k C. If your event includes vehicles or animals, describe the minimum and maximum speeds or the event and the minimum and maximum intervals of space to be maintained between units. (►/ D. Attach to this application a copy of your building permit (or permits) if you are installing any electrical wiring on a temporary or permanent basis and/or if you are building any temporary or permanent structures such as bleachers, scaffolding, a grandstand, reviewing stands, stages or platforms. '� rlkkicl vC� \ E. Attach a copy of your fire department permit or permits to this application if you will use parade floats; an open flame; fireworks or pyrotechnics; vehicle fuels; cooking facilities; enclosures (and tables within those enclosures); tents, air- supported structures, canopies, or any fabric shelters. F. Give name, address and phone numbers of the agency or agencies which will provide first aid staff and equipment. Attach additional sheets if necessary. Name of Agency 'Op tifv= ► - "V J _ f1hd ?0Z. =i1 Name of Representative Address Phone Numbers Indicate medical services that will he provided for the event. Medical Service How Provided • X-Ambulances i r L - tom'• let 1W.. 5; _Doctors _Nurses _Paramedics X..VENDORS OR CONCESSIONAIRES: A. Describe what vendors or concessionaires you will allow in conjunction with the event and the pvrpose or purposes of these concessions. ftt4 B. Describe how you intend to regulate, monitor and control the type, number and quality of vendors/concessionaires whom you may permit to operate in conjunction with the event. XL MITIGATION OF THE IMPACT ON OTHERS Describe how you intend to mitigate the impact of the special event on businesses, churches, neighbors, motorists, mass transit users and others. Attach additional sheets, if necessary, entitled "Mitigation of the Im, act on Others." "N'kt ( - - 3 t: ICI i �t�cC (uut C�� fi t ..: - i cs � ell t LtiiJ '3 XII. CITY SERVICES/EQUIPMENT: Describe city services and/or equipment requested for this event. City barricades, cones, and no- parking signs may be borrowed on an as- available basis. You should plan to pick up and return this equipment. If you or your volunteers cannot pick up and return this equipment, please attach a letter requesting these services and explaining why your organization cannot perform them. This will be reviewed and approved or denied by the City Administrator. (FTC u_ IN.4.'��tt?Sh " 4t+ 1 61ii lt`� ltii fit' : �jtclttc:.r�� Ii1 XIII. OTHER PERTINENT INFORMATION: ��,�� ,ek11 -. > f t Y __ _ c lrei. --• ` 1 I 'V\ u( !Ltd all 1 tit:t;r I tk ��`, CITY OF OTSEGO SPECIAL EVENTS PERMIT Name and Type of Event eVYc-s - E tr;►it -1 ■I'Zoe v V41( <<,:• It v \ Location/Area Day, Date, and Time : :� \'k1,1 c ?r,\ (X or N /A, not applicable) od,\ _ 1. Final check has been made of application requirements. _ 2. Event is approved by City Administrator. 3. All required permit are issued and on file. 4. Refundable clean -up fee has been paid via cashier's check. 5. Insurance certificate is on file. _ 6. Surety bond is on file to secure payment for applicant's obligation to the City. 7. Application is complete. _ 8. Special conditions are attached: #_. REVOCATION: The City Administrator, or her or his designated official, may revoke a special event permit if the conditions set forth in the permit application are not being followed. Permit is hereby revoked Signature/Title • Date/Time Section III LandCor Capital, 763 - 463 -8900 9325 Upland Lane North, #325 Maple Grove, MN 55369 Land Fund I, 763 - 463 -8900 9325 Upland Lane North, #325 Maple Grove, MN 55369 Waterfront East, LLC 763 - 463 -8800 9325 Upland Lane North, #300 Maple Grove, MN 55369 Let's Get Graphic, 763 - 786 -1249 2442 County Road 10 Moundsview, MN 55112 Lynde Enterprises, 612 - 328 -7669 10763 93 Avenue North Maple Grove, MN 55369 MN National Guard, Contact Tony Krejci, 763 - 463 -8808 Section VI Ace Solid Waste will be delivering 6 —' /2 yard trash containers to be strategically located throughout the event. Carlson Cleaning and LandCor Construction employees will be on site during and after the event for cleanup. Public restrooms will be open and available and will be appropriately marked for the public. There will be one portable toilet delivered. There will be a total of 8 sanitary facilities available. Section IX Ferguson Electric (612- 328 -5066) will be installing one electrical outlet for a PA system. Section X Lynde's Catering Bob's Produce — tentative Godfathers Pizza — tentative VFW — tentative Cold Stone Creamery ACORD. OP ID BL DATE(aYwomrr) CERTIFICATE OF LIABILITY INSURANCE LANDC -1 06/05/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Paul Domaas ONLY AND CONFERS N0 RIGHTS UPON THE CERTIFICATE Northern Capital Insurance Gp HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0. Box 9396 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .nneapolis MN 55440 -9396 Phone:952- 996 -8818 Fax:952 -829 -0482 INSURERS AFFORDING COVERAGE NAIC# INSURED LandC r Companies Inc. ; INSURER A: General Casualty 24414 Waterfront Last, LLC; Main Street Otseggg; INSURERS: State Fund Mutual 11347 Land Fund I, LL¢ ,1 Attn: INSURER c: 9325 tttnn Robert Fiel Upland Suite 1e pan La 5536Site 300 INSURER D: INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD MIOICATED. NOTWITHSTANDING ANY REOUIRE:YENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I8 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE mats SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �F PpY TRISH Awl. LTR PIM TYPE OF INSURANCE POUCY NUMBER D kW yYB DATE ( NM" UNITS GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 A X COMMERCIAL GENERAL UABILITY CCX0389793 02/01/07 02/0 PR" ` o.) :100,000 CLAIMS MADE © OCCUR MED EXP (AAY AI* P.r..AI $5,000 PERSONAL s ADV INJURY 52,000,000 GENERAL AGGREGATE 52,000,000 GENT. AGGREGATE LIMIT APPUES PER: PRODUCTS. COMP/OP AGO $ 1,000,00 7 POLICY [l ;n n LDC limp Ben. 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIST A X ANYAUTO CBA0389793 02/01/07 02/01/08 (Eaoddsntl _ s 1,000,000 ALL OWNED AUTOS BODILY KM • SCHEDULED AUTOS (Pro PEA) X HIRED AUTOS BODILY INJURY X NONAWNED AUTOS (Per aoddeot) $ X $500 ded comp. PROPERTY CDAMAGE $ X $500 ded coll. GARAGE UABIUTY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESIIUMBRELLA LIABILITY EACH OCCURRENCE $4,000,000 A joocuR I IcLAIMSMADE CC10389793 02/01/07 02/01/08 AGGREGATE 54,000,000 $ DEDUCTIBLE $ _ X RETENTION 510,000 $ WORKERS COMPENSATION AND I TOR/ L A IMIITS I rat 3 EMPLOYERS* UABIUTY 14682 -206 03/30/07 03/30/08 E.LEACHAOCIDENT S500,000 ANY MBF�R EXCLUUDEO? E.L. S DISEASE - EA EMPLOY s 500,000 SPECIAL PROM aN3 berm E.L. DISEASE - POLICY um' 5500,000 OTHER A Property CCI0389793 • 02/01/07 02/01/08 Contents/ $175,000 Equipment DESCRIPTION OF OPERATIONS! LOCATIONS U VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS The City of Otsego is added as an additional insured on the general liability insurance with respect to: Otsego Military Appreciation Day on June 23, 2007 CERTIFICATE HOLDER CANCELLATION CITOT -1 SHOULD ANY OF THE ABOVE DESCRIBED POL E ES BE CANCELED BEFORE THE QIPIRATION DATE THEREOF, THE :saun G WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE R NAMED TO THE LEFT. BUT FAILURE TO DO 50 SHALL City o f Otsego IMPOSE NO OBLIGATION OR OF ANY IOND UPON THE INSURER. ITS AGENTS OR 8899 NE Nashau Avenue Otsego MN 55330 REPRESENTATIVES. AUTHORIZED REPREBENTA ,L so , Paul Domaaa ACORD 25 (2001108} E ACORD CORPORATION 1988 ITEM 5_5 COURI, MACARTHUR & RUPPE, P.L.L.P. Michael C. Couriw Attorneys at Law Kristen H. Carr Andrew J. MacArthur 705 Central Avenue East Kyle R Hartnett Robert T. Ruppew• PO Box 369 St. Michael, MN 55376 -0369 'Also licensed n,Illinois (763) 497 -1930 * *4fr in Colfmm (763) 497 -2599 (FAX) courimacarthur@earthlinknet May 21, 2007 Otsego City Council 8899 Nashua Ave. NE Otsego, MN 55330 RE: CODE ENFORCEMENT; FRITZ AND DIAZ PROPERTIES Dear Mayor and Council Members: Enclosed is a memorandum from Laurie Shives regarding two problem properties within the City. It appears clear that administrative enforcement is not working to get these properties cleaned up. We are requesting that at its June 11, 2007 meeting, this matter be place on the consent agenda, and the Council authorize this office to pursue alternate means of resolving these nuisances, including a civil enforcement action against the property owners. Very Truly Yours, Andrew J. MacArthur COURT, MACARTHUR, AND RUPPE, PLLP Enclosure Cc: Mike Robertson City Administrator ITEM 5_6 PAY ESTIMATE #7 CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06-09 June 6, 2007 Honorable Mayor & City Count City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE CSAH 42 (Parch Ave.) Reconstruction Contractor: Dresel Contracting. Inc, Contract Amount 52.076,858.65' Award Date: June 27, 2006 Completion Date: June 1, 2007 Oear Honorable Mayor and Council Members: The folowing work has been completed on the above - referenced project by Dresel Contracting. Ina BM Schedule "A" • Removals ITEM ESTIMATED CONTRACT UNIT USED TO NO. REM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 MOBIUZA11ON 1 LS $43.500.00 S 43.500.00 1.0 S 43.500.00 2 CLEARING AND GRUBBING 6 EACH , 5220.00 5 1,320.00 5 • 3 SALVAGE ANO RE -PLANT TREE 6 EACH 5200.00 5 1.200.00 8 $ 1,500.00 4 REMOVE CURB AND GUTTER 2,747 LF 51.25 S 3.433.75 2.747 $ 3.433,75 5 REMOVE CONCRETE MEOIAN 0324 SF 50.35 S 1,863.40 5.324 S 1,863.40 6 REMOVE CONCRETE HEADWALL STRUCTURE 1 EACH 525.00 $ 25.00 1 S 25.00 7 SALVAGE CASTING AND CONDUIT PULL BOX 3 EACH 5650.00 $ 1,950.00 3 S 1.950.00 8 REMOVE CMP CULVERTS 202 LF 56.00 $ 1,212.00 202 S 1,212.00 9 REMOVE CATCH BASIN MANHOLE STRUCTURE 6 EACH 5150.00 5 900.00 6 5 900.00 10 SAWING BITUMINOUS PAVEMENT FULL DEPTH 939 LF 52.00 1 1,878.00 930 S 1,860.00 ' 11 REMOVE BITUMINOUS PVMT. (FULL DEPTH MB.UNG) ' 18.350 SY 51.05 $ 19.287.50 18,917.5 $ 19.863.38 12 RELOCATE MAILBOX SUPPORT 4 EACH 175.00 S 30000 8 S 600.00 13 MAILBOX SUPPORT 4 EACH 575.00 S 300.00 8 S 450.00 14 REMOVE RCP FES 11 EACH 550.00 $ 550.00 11 $ 550.00 15 REMOVE RCP STORM SEWER PIPE 675 LF 55.00 5 137800 875 S 3.375.00 16 SALVAGE SEWER CASTINGS 15 EACH 545.00 S 875.00 _ 15 $ 675.00 Tod Bld Schedule "A' $81,749.85 $ 81,857.53 . 814 Schedule • Streets ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 17 TOPSOIL STRIPPING (P) 6.000 CY 13.75 5 22,500.00 6.000 S 22.50000 18 COMMON EXCAVATION (PI 1 LS 5115.000.00 S 115.000.00 1.0 $ 115.000.00 18a SUBCUT & IMPORT GRANULAR (CO81) 2.700 CY 515.25 5 41.175.00 3.376 $ 51.484.00 180 GRADE RAISE 0 LS 12.500.00 5 - 1 $ 2.50400 19 SALVAGE MATERIAL TO STOCKPILE (Sy) 19.500 CY 51.00 $ 19.500.00 12.400 $ 12.400,00 20 CONCRETE MODULAR BLOCK RETAINING WALL 1.700 SF 517.00 5 28,900.00 1.971 5 33.507.00 20a CONCRETE PAVERS 0 LS 5250.00 S - 1 $ 250.00 206 TURN tANE EDGE MIUJNG 0 LF 54.50 S - 700 S 3.150.00 21 CLASS 5 AGGREAGATE BASE 24.000 TON 59.00 S 216000.00 22.514 5 202.828.00 22 Type SPWEB440E WEARING COURSE 4.700 TON $57.85 S 270.955.00 4.151 $ 239.30515 22a RIOABIUTY INCENTIVE 0 LS 51,086.50 5 • 1 5 1,066.50 23 Type SPNWC4308 NON- WEARING COURSE 12.200 TON 550.55 $ 618.710.00 8.956 $ 452.725.80 24 BITUMINOUS MATERIAL FOR TACK COAT 3.750 GAL 53.00 $ 11,250.00 4.350 S 13.05000 25 BITUMINOUS CURB SPWEB440E 85 LF 515.00 $ 1275.00 200 $ 3.000.00 28 BITUMINOUS DRIVEWAY PVMT. (2.5' THICK) LV4 80 SY 541.00 $ 3,280.00 116 $ 4.756.00 27 BITUMINOUS TRAIL 10 FEET WIDE LV WE450308 700 TON 55527 5 38.689.00 557 $ 30.757.78 28 4 CONCRETE SIDEWALK WITH GRANULAR SASE 600 SF 18.00 $ 3,600.00 $ - 29 4 CONCRETE MEQUN WITH GRANULAR BASE 28.200 SF 53.00 S 84.600.00 33.147 $ 99.441.00 30 CONCRETE CURS MID GUTTER DESIGN 8612 5.500 LF , 57.75 5 42.625.00 5.612 $ 43.493.00 31 CONCRETE CURB ANO GUTTER DESIGN 8818 12,700 IF 58.65 S 109,855.00 7.198 S 82.24540 32 CONCRETE CURB ANO GUTTER DESIGN PEDSTRIAN 300 LF 59.50 5 2,850.00 0 S - 33 6' CONCRETE VALLEY GUTTER 450 SF 54.65 5 2.092.50 1.092 _ $ 5.077.80 SAMmiclimMORWAOMMbmWONV PE -1 PAY ESTIMATE #7 CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 Bid Schedule "8" - Streets - Street Continued ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE , CONTRACT AMOUNT DATE EXTENSION 34 6" CONCRETE DRIVEWAY APRON 240 SF 54.65 S 1,116.00 384 S 1,785.60 35 TRAFFIC CONTROL 1 LS 111,000.00 S 11,000.00 1.0 5 11,000.00 35a ADDITIONAL SIGNAGE 0 SF S19.25 S - 72 S 1,386.00 35b TEMPORARY TRAFFIC CONTROL (CSAH 39) & (STOP SIGNS) 0 LS 51,000.00 S - 1.0 5 1,000.00 36 TYPE III BARRICADES - TEMPORARY 22 EACH 5300.00 S 6,600.00 16 5 4,800.00 37 TEMPORARY PAVEMENT MARKING 4" 36,000 LF 50.13 5 4,680.00 15,745 $ 2,046.85 37a REMOVE PAVEMENT MARKING 0 LF 50.70 5 - 3.771 3 2,639.70 37b 8" TEMPORARY PAINT STOP BAR 0 LF 54.33 3 - 545 5 2.359.85 37c REMOVE PAVEMENT ARROWS 0 EACH 575.00 3 - 2 5 150.00 37d MOBILIZATION 0 LS 3800.00 5 - 1 $ 800.00 38 REINSTALL SALVAGED SIGN 9 EACH 550.00 5 450.00 10 5 500.00 39 F & I STREET NAME SIGN PANEL TYPE D 1 EACH 5300.00 $ 300.00 S - 40 F & I SIGN PANELS TYPE 1 SHEETING 70 SF 323.00 S 1,610.00 93 5 2,127.50 41 F & I SIGN PANELS OG-3 SHEETING 600 SF 525.25 5 15,150.00 379.3 5 9,577.33 42 PERMANENT TYPE III BARRICADES 5 EACH 5255.00 5 1,275.00 5 5 1,275.00 43 PAVEMENT MESSAGE (ARROW) - EPDXY 34 EACH 580.00 S 2,720.00 35 3 2,800.00 44 PAVEMENT MESSAGE (ONLY) - EPDXY 34 EACH 5125.00 S 4,250.00 S - 45 4" SOLID LINE WHITE - EPDXY 8,550 LF 50.41 5 3,505.50 11,957 5 4,902.37 46 4" DASHED LINE WHITE - EPDXY 2,100 LF 50.08 5 168.00 1,270 S 101.60 47 4" SOLID LINE YELLOW - EPDXY 3,300 LF 50.47 3 1,551.00 10,340 S 4,859.80 48 24" SOLID LINE YELLOW - EPDXY 1,000 LF 33.75 5 3,750.00 537 5 2,013.75 49 24" STOP BAR WHITE - EPDXY 550 LF 55.10 S 2,805.00 250 S 1,275.00 50 36" CROSSWALK BLOCK WHITE - EPDXY 85 EACH 570.00 $ 5,950.00 82.5 5 5,775.00 51 INLET PROTECTION 36 EACH 5400.00 5 14,400.00 36 5 14,400.00 52 SILT FENCE TYPE MACHINE SLICED 900 LF 32.00 5 1,800.00 880 5 1,760.00 53 SODDING 800 SY 55.00 3 4,000.00 1,445 $ 7,225.00 54 SEED MIXTURE TYPE 260 _ 240 0.45 ACRE 51,100.00 5 495.00 1.5 S 1,650.00 55 SEED MIXTURE TYPE 280 1.45 ACRE 51,000.00 5 1,450.00 2.0 S 2,000.00 55a SEED AND STABILIZE STOCKPILE YARD 0 LS 51,000.00 5 - 1.0 5 1,000.00 56 HYDRAULIC SOIL STABILIZER TYPE 5 OR 8 2.0 TON 51,650.00 S 3,300.00 3.8 5 6270.00 56a EROSION CONTROL BLANKET 0 SY 52.65 5 - 1,280 S 3,392.00 Total Bid Schedule "B" S 1,723,182.00 $ 1,499,207.75 Bid Schedule "C" - Storm Sewer - ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 57 CONNECT TO EXISTING STORM SEWER MANHOLE 4 EACH 5500.00 5 2,000.00 4 $ 2,000.00 58 CONNECT TO EXISTING STORM SEWER 1 EACH 5650.00 5 650.00 2 $ 1,300.00 59 15" RC APRON/FES 2 EACH 5500.00 5 1,000.00 2 $ 1,000.00 60 24" RC APRON/FES WITH TRASH GUARD 1 EACH 51,400.00 S 1,400.00 5 - 61 33" RC PIPE APRON WITH TRASH GUARD 1 EACH 52,000.00 S 2,000.00 1 S 2,000.00 62 36" RC PIPE APRON WITH TRASH GUARD 3 EACH 52,400.00 5 7.200.00 3 5 7,200.00 63 15" RC PIPE SEWER DESIGN 3006 CL V 730 LF 522.00 S 16,060.00 800 S 17.600.00 84 18" RC PIPE SEWER DESIGN 3006 CL III 551 LF 524.00 5 13,224.00 551 , $ 13.224.00 , 65 21" RC PIPE SEWER DESIGN 3006 CL. 111 892 LF 533.00 S 29,436.00 850 S 28,050.00 66 24" RC PIPE SEWER DESIGN 3006 CL III 41 LF 540.00 5 1,640.00 40 S 1,600.00 67 27" RC PIPE SEWER DESIGN 3006 CL III 380 LF 542.00 5 15,960.00 360 5 15,120.00 68 33" RC PIPE SEWER DESIGN 3006 CL III 338 lF 554.00 5 18,252.00 300 S 16,200.00 69 36" RC PIPE SEWER DESIGN 3006 CL III 710 LF 562.00 S 44,020.00 700 S 43,400.00 69a " MATERIAL ON HAND 0 LS 520,000.00 0 $ - 70 CONSTRUCT DRAINAGE STRUCTURE 24 6 EACH 51,200.00 S 7,200.00 6 S 7,200.00 71 CONSTRUCT DRAINAGE 27" STRUCTURE 1 EACH 51,200.00 5 1,200.00 1 S 1,200.00 72 CONSTRUCT DRAINAGE 48" STRUCTURE DESIGN 4020 19 EACH 51,525.00 S 28,975.00 19 S 28,975.00 73 CONSTRUCT DRAINAGE 54' STRUCTURE DESIGN 4020 4 EACH 52,000.00 S 8,000.00 4 S 8,000.00 74 CONSTRUCT DRAINAGE 80" STRUCTURE DESIGN 4020 6 EACH 52,150.00 $ 12,900.00 6 S 12,900.00 75 CONSTRUCT DRAINAGE 72" STRUCTURE DESIGN 4020 2 EACH 52,300.00 $ 4,600.00 2 5 4,600.00 78 CONSTRUCT DRAINAGE 84" STRUCTURE DESIGN 4020 1 EACH 53,000.00 5 3.000.00 1 • S 3,000.00 768 STRUCTURE & CONNECTION 0 LS 52,300.00 S - 1 5 2,300.00 77 OUTLET SKIMMER STRUCTURE 1 EACH 53,250.00 S 3,250.00 1 5 3,25000 77A RANDOM RIPRAP CLASS III 20 CY 585.00 5 1,700.00_ 20 5 1,700.00 Total Bid Schedule "C" $ 223,667.00 $ 221,819.00 5:'wolo .MOBEGW770Mp"ebo70VE PE -2 PAY ESTIMATE #7 CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 SUMMARY OF CONTRACT Bid Schedule "A" - Removals S 81,749.65 S 81,857.53 Bid Schedule "B" - Streets $ 1,723,182.00 $ 1,499,207.75 Bid Schedule "C" - Storm Sewer $ 223,667.00 S 221,819.00 Bid Schedule "D" - Watermain S 25,410.00 S 21,009.00 Bid Schedule "E" - Sanitary S 15,350.00 $ 11,200.00 Bid Schedule "F" - Field Office $ 7,500.00 $ 7,500.00 Bid Schedule "G" - Change Order No. 2 - Beekeeping Pond Structure $ 17,306.00 $ 16,944.00 TOTAL 52,094,164.65 $ 1,859,537.28 Total Work Completed to Date $ 1,859,537.28 LESS 2% RETAINAGE: S 37,190.75 LESS PAY ESTIMATE #1: S 237,549.90 LESS PAY ESTIMATE #2: S 237,892.83 LESS PAY ESTIMATE #3: $ 670,704.35 LESS PAY ESTIMATE #4: $ 526,807.97 LESS PAY ESTIMATE #5 $ 123,301.59 LESS PAY ESTIMATE #6 $ 2,312.65 WE RECOMMEND PAYMENT OF: S 23,777.25 APPROVALS: CONTRACTOR: DRESEL CONTRACTING, INC. Certification by Contractor I certify that all items and amounts are correct for the work completed to date. Signed: Title:_, Zei Date ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by E sneer. We re � t for work and quantities as shown. Signed: ,2751.‘ Date /46/0 rale EH j ..1� � (o 7 OWNER: CITY OF OTSEGO Signed: Title: Date s:r,...dnrwonE000iow..mwPE PE ITEM 5_7 RESOLUTION NO. 2007 -36 APPROVAL OF THE RELEASE OF COLLATERAL FOR THE BANK OF ELK RIVER WHEREAS, the depositories are required to provide collateral to secure the City's deposits as required by Minnesota Statutes 118.01, and WHEREAS, the Statutes required collateral provided by the bank to be equal to at least 110% of the City's deposits, and WHEREAS, the Bank of Elk River collateral far exceeds the collateral requirements as determined by the finance department and the Bank of Elk River, and WHEREAS, the Bank will increase the collateral assigned to the City in the future as additional collateral is necessary, and WHEREAS, the City's finance department reviews the collateral requirements of each depository on a timely basis, NOW, THEREFORE, BE IT RESOLVED THAT, the City Council hereby approves the reduction in the collateral from a $9,254,890 to $5,658,656. Approved by the City of Otsego Council this 11 day of June, 2007. City of Otsego Mayor Larry Fournier ATTEST: Judy Hudson, City Clerk i PLANT SCHEDULE _ SYN CITY SIZE LATIN NAME COMMON NAME CF 1 5' B618 Abbe concaor Canealor (Mite) M1 NRM 1 2 8&B Acr rubrum (Northwood) Northwood Red Dopler RS 21 5 gall. Am0anchtr ,InNWN (Regent) Regent SNN0Worry o 665 3 10..dump l00000.09 . 9,,001000 (0.900010.101 0) AuWrr0.0 Br11.nee Sr0ke0emy O 0 0 o 0 o 0 RB 3 ,' e' r .M. Belula nigra River Bret FRG 3F 1 gat t cdaeowp.t1 . or.aM (Sol nista) 18006.0 Read bass CRD. A 2 golf. Comae 000000 (Cardinal) Corrine/ Rid 0eler Dogwood ' !'J`,A! PPC 21 1 gall. 00100 purpureo Purple Prairie Closer 0 0 0 ❑ CB 19.. 1 ...gy0. Reacher.. ....gain Card Belle PB 35 1 gale. 1.10trie pypnostoehy0 Ra110 Ble[legn0' / PC 5 2" B&B talus ioansis Prakle CrobePPtw —:"- -.. "/ '.."....w.4. 0 O ❑ 9 0 0 9 9 0 y BIOS 2 3' B&B Picea q dene0ln Block 8809' Strum I I � PKP 7 10 gall. Prune ly (Princess Kos) Princess Kok Plum ._ -- — GHC 11 1 gull. Rolando p0nota Croy lee CO30.8011er —I MI , '� , ••, le .0010 i:W 1 5WR 7 2 9011. Rosa bl do _ Smooth Wail Rose � 0_ ss :• , s PD 9 1 got Sporobdus heterolpt Prairie MI . „( WCA A 5 goo: Thu)o oc0kent01M (Woodwarmt) Rbawor ae = 0 GI " .". 3 ( - , - ter .i` .IaEJ::r 0 ® V 33 1 qoa. Veronica pp. Vaanka 0 II } CAC 6 2 9 011 Viburnum t,00bum (COmpoelum) Compact fianbe o bo01I 1: 0 "a'' iii 1 i gy m! lt111 LJi t1�® 12 1 y �� \ ,u. p r 1 . :> ( ) s.�..,.. :.s :... Sam (' `� G t y a Project: Pro,. Smogs 11628 - 07.05 Sheet Name: Ghost N0` •AC . NORIHWUI ASCSC*CIAUtD CONSULXAN1S liNC, PUBLIC WORKS BUILDING D "" LANDSCAPE PLAN L 1 4800 Olson Memorial Highway. Suite 202. Golden Valley. MN 88422 ..009110 T nn eleo-hoe 783,231.285 Facsimile! 783.231.2001 WBnh m mng.00m Otsego, Minnesota tae: 67/07 ITEM 7_3 CITY OF OTSEGO Finaucc M emo To: City Council From: Brad Date: 6/6/07 Re: Public Works backup generator I have attached a proposal for electrical engineering services to connect a backup generator at the public works building. Paulson & Clark designed the electrical for the original construction so I recommend council approves their proposal for the generator. I will be at the council meeting for discussion. • Page 1 MAY -30 -2007 10 32 PAULSON & CLARK ENG 651 407 6476 P.01/04 Paulson & Clark Engineering, Inc. 2352 East County Road J. White Bear Lake, Mimesota. 55110 Phone 651/407 -6056 Fax 651/407 -6476 Email dpaulson®paulsonclark.com May 30, 2007 Mr. Brad Belair Fax: 763 - 441 -8823 Public Works Supervisor Pages: 4 City of Otsego 8899 N.E. Nashua Avenue Otsego, Minnesota 55330 RE: Proposal for Engineering Services Generator Addition Dear Brad, Paulson & Clark Engineering, Inc. is pleased to submit the following proposal for electrical engineering services for your consideration on the above referenced project. This proposal is based on our Project Understanding and Basic Services, as identified below. PROJECT UNDERSTANDING: • Provide plans and specifications to add a generator to the existing facility. Unit shall be mounted adjacent to the existing building and include connections to the existing switchgear. • Project will consist of two packages: First package will be for the purchase of the generator by the Owner through state contract. Second package will consist of installation requirements for bidding by invited electrical contractors. MAY -30 -2007 10:32 PAULSON & CLARK ENG 651 407 6476 P.02/04 BASIC SERVICES ELECTRICAL ENGINEERING Contract Document and Construction Phases 1. Attend design meetings, as agreed (one design meeting is included under this phase). 2. Provide coordination and documentation to building code officials upon request. 3. Prepare bidding documents (drawings and specifications) for: A. New generator and enclosure B. Connections to existing power distribution system 4. Review shop drawing submittals. 5. Prepare final inspection (punch list) report and submit to Owner and Contractor. COMPENSATION Our fee's for Basic Services will be a billed on an hourly basis with a not to exceed amount of $5,500 and will be invoiced per project schedule on a monthly basis. After 45 days, any unpaid balances on invoices submitted shall be accessed an interest rate of 1.5% per month (18% APR) to cover additional handling charges. ADDITIONAL SERVICES Where requested in writing by client Paulson & Clark Engineering, Inc. will furnish or obtain from others Additional Services, services not included under basic services. Additional services would include, but not limited to: Electrical Engineering 1. Lightning Protection system. 2. Life cycle cost analysis. 3. Commissioning of new system. 4. Increase in scope of project. 5. Redesign due to cost overruns. 6. Value engineering. 7. Additional site visits. 2 MAY -30 -2007 10:32 PAULSON & CLARK ENG 651 407 6476 P.03/04 8. Attendance at preconstruction or weekly construction meetings. COMPENSATION FOR ADDITIONAL SERVICES 1. Paulson & Clark Engineering, Inc. staff at standard hourly rates as listed below: STANDARD HOURLY RATE SCHEDULE (Effective through December of 2007) Principal in Charge $125.00 Sr. Engineer $110.00 Senior Designer $ 80.00 Engineer $ 75.00 REIMBURSABLE EXPENSES Reimbursable expenses are not included under fees for basic services. Reimbursable expenses include, but are not limited to: 1. Reproduction costs. 2. Special delivery, postage, etc. 3. Mileage to and from meetings, site, etc. 4. If out of town travel is required; hotel, airfare, meals, etc. COMPENSATION FOR REIMBURSABLE EXPENSES R,UURSABLE SCHEDULE (Effective through December of 2007) Mileage $0.485/mile Vellum Sheets $1.25 /sq. ft. Reproducible Bond Sheets $0.70 /sq. ft. Photo Copies $0.05 /sheet Reimbursable expense other those listed above (i.e. deliveries, travel expenses, outsourced reproduction services) will be billed at cost plus 15 %. 3 MAY -30 -2007 10:33 PAULSON & CLARK ENG 651 407 6476 P.04/04 MISCELLANEOUS 1. The following shall be submitted to Paulson & Clark Engineering, Inc.: A. Name of individual responsible for project coordination. B. A copy of the project construction budget. C. Updated project schedule. 2. Paulson & Clark Engineering, Inc. and associated consultants shall not be responsible for the means, methods, procedures or sequences of construction, safety on the job or have direct control of the contractor during this project. DISPUTE RESOLUTION AND RISK ALLOCATION All claims, disputes, and controversies arising out of or in relation to the performance, interpretation, application, or enforcement of the Agreement, including but not limited to breach thereof, shall be referred for mediation under the then current construction industry mediation rules of the American Arbitration Association prior to any recourse to arbitration or litigation. If you would like to discuss this further please feel free to contact us at your earliest convenience. This proposal will remain open for acceptance for a period of thirty days. If this proposal is acceptable, please sign below and fax a copy back to our office so that we may proceed with the work. This proposal will serve as a letter agreement with the terms of the agreement will be as per the provisions outlined in AIA C141 -1997. If there are any items of conflict between this agreement and the AIA C141 -1997, this agreement shall supercede. Engineering Finn: Client: c0„„J A 530/2007 Signature Date Signature Date Daniel S. Paulson - Principal Paulson & Clark Engineering, Inc. City of Otsego 4 ITEM 7_4 CITY OF OTSEGO Finance M emo To: City Council From: Brad Date: 6/7/07 Re: Sign software and equipment I have attached a quote for the purchase of sign making software and equipment for you to review. A representative of Sign CAD Systems demonstrated the software for the Public Works Department and we were impressed with the ease of operation. I will be at the council meeting to for discussion. • Page 1 (S AD® g ,1 SPEED LIMITS Quote #: 001080105 Quotation City of Otsego Ph: (763) 236 -3175 Prepared for Brad Belair Fx: 8899 Nashwa Avenue NE,Otsego, MN 55330 May 31, 2007 Line Item Description Unit Cost Quantity Extended No Cost 1. SignCAD SCVIP 42" Cutting System. Includes: • SignCAD — sign design software $2,500.00 1 2,500.00 • StreetSlGN Module Allows large quantities of signs to be created using input from spreadsheets and a template. • SignCAM — sign manufacturing software $1,995.00 1 $1,995.00 Requires SignCAD • Graphtec SC7000 -100 VIP 42" Cutter $6,319.00 1 $6,319.00 Max. cutting area — 42 in x 164 ft Compatible film width — 2.9 in to 48.2 in Max. cutting speed — 58.5 in /sec • 2 day On -Site Training and Installation $840.00 2 $840.00 included included • Shipping included included • Media Catchbasket Minimum System Requirements: • Pentium 111 128MB RAM • Windows 2000, ME, NT and XP (Notes 1, 2,3 see below) TOTAL $12,495.00 Note 1 — Included with SignCAD and SignCAM are the following items: • Installation Guide with Tutorials • Phone support throughout one -year warranty period. • Free software updates as they become available, throughout one -year warranty period. Note 2 — Graphtec SC7000 -100 VIP 42" Cutter: The Graphtec SC7000 -100 VIP is a SignCAD exclusive cutter designed for cutting all grades of traffic material including 3M Diamond Grade. This model includes heavy -duty heads for more pressure, extra rollers for material holding power and custom heavy -duty blades for production cutting of prismatic materials. This machine carries a 3 -year manufacturer's warranty from Westem Graphtec. Note 3 — Maintenance Year Two SignCAD $719.00 SignCAM $374.00 Terms: 50% down payment due at time of order, remainder due Net 30 days. Please submit all correspondence to: Submitted by: SignCAD Systems, Inc. 10590 Wayzata Blvd, Suite 230 Minnetonka, MN 55305 Ph: 800 - 722 -6997, Fx: 952 - 544 -9561 Emily Kay Fischer Vendor Tax ID # 41- 1829616 V.P. Sales & Marketing SIgnCAD Systems, Inc. 10590 Wayzata Blvd. Suite 230 Minnetonka, MN 55305 Phone: 952- 544 -9559 Fax: 952- 544 -9561 www.SignCAD.com Sign AD® REED LIMITS Quote #: 001040405 Quotation City of Otsego Prepared for Brad Belair (763) 236 -3175 8899 Nashwa Avenue NE Elk River, MN 55330 May 31, 2007 Line No Item Description Quantity Extended Cost 1. SignTRACK (MS Access or SEQUEL) 1 User License $4,019.00 SignTRACK is a complete inventory and tracking system for signage. SignTRACK is fully integrated with SignCAD and SignCAM to automate the flow and tracking of important information from design to manufacture and installation. (Notes 1 & 2, see below) TOTAL $4,019.00 TOTAL (credit card discount) $4,019.00 Note 1 - Included with SignTRACK are the following items: • User Manual • Phone support throughout one -year warranty period for SignTRACK. *Phone support is available from 8:30 am - 4:30 pm M - F CST except holidays. • Free software updates as they become available, throughout one -year warranty period. Note 2 - Annual maintenance on SignTRACK is mandatory and begins on expiration of the one - year warranty period. Annual cost of SignTRACK maintenance is $873.75 per license. Training: Upon request we can fumish on -site training at $1,500.00 per day We estimate one day of training total for SignTRACK. If purchased concurrently training fee waived. Terms: Net 30 Days or $100 discount on credit card orders (VISA, MasterCard or American Express). Please submit all correspondence to: Submitted by: SignCAD Systems, Inc. 10590 Wayzata Blvd, Suite 230 Minnetonka, MN 55305 Ph: 800 - 722 -6997 Fx: 952 -544 -9561 Emily Kay Fischer Vendor Tax ID # 41- 1829616 National Sales Manager SignCAD Systems, Inc. 10590 Wayzata Blvd. Suite 230 Minnetonka, MN 55305 Phone: 952 -544 -9559 Fax: 952- 544 -9561 www.SignCAD.com ITEM 7_5 CITY OF OTSEGO F iniince Memo To: City Council From: Brad Date: 6/6/07 Re: crack sealing I have solicited quotes for the cracksealing of city streets but may not have the bids by the time council packets are completed. I will have the quotes and a recommendation for the council to approve at meeting on Monday. • Page 1 T0: 17634418823 P :2'3 JUN -11 -2007 15:30 FROM:BARGEN INC 5074272697 BA RGE INCORPORATED AMP 606 County Road 1 ■me■ Phone (507) 427 -2924 Mountain Lake, MN 56159 June 11, 2007 City of Otsego Attn: Brad Belair 8899 Nashua Otsego. MN 55330 Dear Brad. Thank you for the opportunity to explain the asphalt pavement maintenance services our firm offers and to provide you with a quote for your city streets. I am confident that you will find the services beneficial for your roads. I would like to explain the procedures our service crew uses. Asphalt Rubber Crack Repair Our crew will repair the cracks according to the Spec. from City of Otsego. Sealant Material The sealant that we will use meets and exceeds the Minnesota State Spec. #3723.2. This is the same material specification the MNDOT has used in previous state projects. Blow and Go procedure Our crew will repair the cracks according to the Spec. from City of Otsego. Project Prices - Our price includes all materials, applicable taxes and labor to complete the project as explained. Rout and Seal — estimating 10.000 lbs. @ $1.57/lbs. = $15.700.00 Blow and Go — estimating 5.000 lbs. @ $1.57/lbs. = $7,850.00 The total estimated price is subject to the amount of pounds installed. TERMS: Owner agrees that all payments required under this Contract shall be due and payable within 20 days of date of invoice whether billing is for job preparation, material stored, work completed each month or final payment. Owner further agrees that Contractor may charge interest at the annual rate of eighteen percent (18%). unless a lesser percentage is required by law on any sum due under this Contract which is not paid within 30 days of invoice date. If payments are not made when due. interest. costs incidental to collection and attorney's fees (if any attorney is retained for collection) shall be added to the unpaid balance. Contractor reserves the right. without penalty from Owner. to stop work on the project if Owner does not make payments to Contractor when due. Owner hereby releases Contractor of notice requirements for lien rights in the event payments are not made when due as outlined in this paragraph. This Proposal/Contract may be withdrawn by Contractor if not accepted within 30 days. or at anytime, subject to increases related to material prices as noted above. i* ITEM 8_1 NAC ,. NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231.2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 5 June 2007 RE: Otsego — ISD 728; Elementary/Middle School Campus NAC FILE: 176.02 — 07.09 The Planning Commission held a public hearing on 4 June 2007 to consider the sketch plan for development of an elementary school and middle school campus on approximately 82 acres northeast of Maclver Avenue and 80 Street. Dr. Ron Bratlie of ISD 728 and Mr. Jay Pomeroy of AJA Associates were present to represent the application. Dr. Bratlie stated that if the School District is successful in having a referendum approved this fall to finance one or both of the schools, the project would take 14 to 16 months to construct and could potentially be opened in the fall of 2009. There were approximately 10 people in the audience. The only question from the public was from Mrs. Beatrice Bastyr regarding the noticing procedure for the public hearing. Mrs. Bastyr said that their property is within 330 feet of the subject site and that they did not receive a notice. City staff stated that the City Council directed that sketch plan reviews be considered as part of a public hearing and that the standard procedure for noticing the public hearing was followed but that failure of a property owner to receive a notice does not invalidate the hearing. City staff later confirmed that the Bastyr's property is approximately 640 feet from the subject site and is outside of the 500 foot distance for notification. The Planning Commission discussed the timing for construction of the site and the facilities to be developed. Dr. Bratlie said that the ultimate capacity for the two schools would be approximately 1,000 students for the elementary school and 1,500 students for the middle school, which is reflected on the site plan. There was also discussion regarding the employment of low impact development techniques for the site to minimize impervious surface and stormwater run off. The Planning Commission closed the public hearing and voted 7-0 to recommend approval of the sketch plan subject to the conditions outlined by City staff. The City Council will consider the sketch plan at their meeting on 11 June 2007 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve a sketch plan for an elementary school/middle school campus subject to the following conditions: 1. Approval of the sketch plan does not convey any entitlement to development of the proposed use. The following applications must be submitted to formally consider entitlements to development of the proposed uses illustrated on the sketch plan: a. Environmental Assessment Worksheet. b. Urban Service Staging Plan Amendment. c. Future Land Use Plan Amendment. d. Zoning Map Amendment. e. Site and Building Plan Review. f. Preliminary and Final Plat. 2. The School District shall prepare a study estimating traffic generated by the proposed uses, the capacity of existing City streets serving the subject site and street improvements necessary to accommodate the proposed development. 3. The preliminary/final plat shall provide for dedication of right -of -way for Maciver Avenue, 85 Parkway, Marlowe Avenue and 80 Street in accordance with the Transportation Plan and Subdivision Ordinance requirements. 4. Development of the subject site shall require acquisition of right -of -way for the west half of Maciver Avenue as recommended by the City Engineer to accommodate traffic generated by the proposed use. 5. Accesses to Maciver Avenue and 85 Street shall be a minimum of 1,000 feet from an intersection with a collector street, 500 feet from any other access or otherwise limited to right- in/right -out only. 6. Plans for Maciver Avenue shall include extension of the trail along the east side of the right -of -way and the site plan shall provide for internal trails to facilitate pedestrian access to the site. 7. Off street vehicle circulation and parking areas shall be designed in accordance with Section 20- 21-4.H of the Zoning Ordinance, the number of parking stalls provided shall comply with Section 20 -21 -9 of the Zoning Ordinance and off - street loading areas shall comply with Section 20-22 of the Zoning Ordinance. 8. The exterior building materials shall conform to Section 20- 17 -4.B.1 of the Zoning Ordinance. 2 9. The proposed buildings are limited to a height of three stories or 40 feet unless additional height is approved by conditional use permit in accordance with Section 20- 17 -3.B of the Zoning Ordinance. 10. A landscape plan detailing the type, size, quantities and location of proposed plantings and compliance with Section 20 -16-7 of the Zoning Ordinance shall be submitted. 11. A lighting plan detailing the type, location, height and illumination field of all exterior light fixtures compliant with Section 20 -16-10 of the Zoning Ordinance shall be submitted. 12. Development of the outdoor play equipment and playfields is subject to execution of a formal agreement between the School District and City for their shared use, subject to review by the Parks and Recreation Commission and approval of the City Council. 13. Extension of sanitary sewer and water utilities to serve the subject site shall be a school district expense in addition to payment of SAC and WAC fees and all utility issues are subject to review and approval by the City Engineer. 14. All grading, drainage and erosion control issues are subject to review and approval by the City Engineer. 15. The preliminary/final plat shall provide for 10 foot wide drainage and utility easements at the perimeter of the subject site and drainage and utility easements over all stormwater ponding areas or utility lines, subject to review and approval by the City Engineer. B. Motion to deny the sketch plan based on a finding that the proposed development is inconsistent with the Comprehensive Plan. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Mark Bezek, ISD 728 Superintendent Ron Brattle, ISO 728 Jay Pomeroy, AJA, Inc. 3 ITEM 9_1 Hakanson �� Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC., Inc. Phone: 763/427 -5860 Fax 763/427 -0520 June 6, 2007 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Proposal for Engineering Services to prepare a Feasibility Study to provide Water Treatment at Pumphouse No.'s 1, 2 and 3 Dear Council Members: Thank you for the opportunity to submit a proposal for engineering services for preparing a feasibility study to provide water treatment at City Pumphouse No.'s 1, 2 and 3. Based on our understanding, it is the City's intent to provide water treatment at all three pumphouses and for all wells supplying water to those pumphouses. This would also include the future Well No. 8 which will pump water to Pumphouse No. 2. The main goals of the water treatment are to remove iron, manganese and radium. • The study would include a review of existing facilities, a review of treatment alternatives, estimated costs and life -cycle cost comparison of the alternatives, review of financing options and a summary and recommendation including a project schedule. As part of the study, we are proposing to perform on -site pilot plant testing of each well to determine the most efficient flow rates and chemical feed dosages to treat the water. Pilot plant testing and equipment to be used will be provided by Larsco, Inc. from Anoka, Minnesota. Testing of both the raw and the treated water will be performed by an independent laboratory. Following is our not -to- exceed cost estimate to complete the feasibility study, pilot plant testing and water testing: ESTIMATED FEASIBILITY STUDY COSTS A. Pilot Plant Testing $19,250.00 • Includes testing of 7 wells for removal of iron, manganese and radium. B. Laboratory Testing $ 4,620.00 • Provide analysis of both raw and treated water for concentrations of iron, manganese and radium (24 tests estimated). C. Engineering $34,380.00 • Review of existing facilities. • Review of treatment alternatives. • Estimate of cost. • Life -cycle cost comparisons. • Review financing options. • Summary and recommendation. • Prepare project schedule. Total Estimated Feasibility Cost $58,250.00 The above engineering costs are based on our current hourly rates and the scope of work as outlined. The cost of $58,250 is a not -to- exceed cost and will not change unless the scope of work is revised. If this project proceeds to plans and specifications, we will credit the above engineering costs excluding the life -cycle cost comparisons and review of financing options or $28,000 towards the design fees. Based on receiving council authorization to proceed on the project on June 11, 2007, we would propose to complete the study by November 1, 2007. We again wish to express our appreciation to you for this opportunity to offer our services based on our past experience and knowledge of the City's existing facilities we are confident we will provide the City with high quality service. If you have any questions or need additional information please let me know. Respectfully submitted, Hakanson Anderson Associates, Inc. A4 1111111111111111I V Ronald Jfgner P cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Hakanson Anderson Assoc., Inc. r An re son 3601 Thurston Avenue, Anoka, MN 55303 .,Inc. Phone: 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Dr. Ron Bratlie, Elk River Area Schools - IDS 728 Jay R. Pomeroy, L.L.A. Anderson - Johnson Associates, Inc. Daniel L. Johnson, P.E. Anderson - Johnson Associates, Inc. Michael Schrock, Schrock - DeVetter Architects From: Brent Larson, E.I.T. Date: May 16, 2007 Re: Sketch Plan for Elementary and Middle Schools We have reviewed the Sketch Plan, 4/30/07 revision, for the above - referenced project and would offer the following comments: Sketch Plan 1. Future 85 Street shall be centered along the north lot line. Currently the entire street width and R.O.W. is depicted north of this property line. 2. The proposed grading for the school property in the northeast corner and the grading of the proposed mining site in this area on the adjacent property will require extensive regrading on both properties in the future to place 85 Street. Please consider coordinating with the adjacent landowner to reduce the potential future impact of 85 Street grading. 3. The radius at the intersection of 80 Street and Marlowe Avenue should be revised in order to construct a safer turning radius. Revisions to this intersection, similar to those proposed at 83 Street and Marlowe Avenue, may be required. Additional R.O.W. may be required. 4. Per City of Otsego Standards all ponds shall have a minimum depth of 4', a maximum depth of 10' and have a maximum length to maximum width ratio of 3:1. Some of the ponds depicted do not meet these requirements. Please revise. 5. A minimum 2% overland grade is required. Slopes of 1% to 2% may be allowed on a case by case basis with approval from the City Engineer. C:\Documents and Settings \Tami\Local Settings \Temporary Internet Files \Content.1E5\ALXMOZ9C\ot2500 Elk RiverSchools rvwl.doc ITEM 9_2 Hakanson �� Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC Inc. Phone: 763/427 -5860 Fax: 763/427 -0520 June 11, 2007 Brian Noma, P.E., Public Health Engineer Minnesota Department of Health Freeman Building 625 Robert St. North P.O. Box 64975 St. Paul, MN 55164 -0975 Subject: Water Treatment Commitment for Well No. 8 and Future Plans Mr. Noma: This letter and the attached resolution from the City of Otsego refers to MDH Plan No. 071052 and expresses the city's commitment to add water treatment facilities at Pumphouse No. 2 for the removal of radionuclides before proposed Well No. 8 is used as a supply source for drinking water. The City of Otsego is negotiating a change order with Rice Lake Construction to eliminate the proposed modifications at Pumphouse No. 2 from their contract with the city to construct Well No. 8. This change order will allow the city to: • Study the city's water supply and treatment alternatives for removal of radionuclides, iron and manganese. This study is expected to be completed November 2007. • Redevelop Well No. 3 for more flow and head capacity needed to fill new Water Tower No. 3. This project is scheduled for advertisement in August and for completion by December of this year. • Complete construction plans and specifications for Pressure Control Station No. 1 to deliver water between two pressure zones. This pressure control station can be used to fill Water Tower No. 3 and provide water in emergencies between the two zones. Construction advertisement for this project is scheduled for July with completion of construction by December of this year. • Develop construction plans and specifications for new treatment facilities at Pumphouse No. 2. Advertisement for the construction of treatment facilities is expected by May 2008 with construction to follow immediately thereafter. ot522RadiumLetter Brian Noma June 11, 2007 Page 2 Your review and approval of this commitment letter and the Contract Documents submitted last month (MDH Plan No. 071052 minus modifications to Pumphouse No. 2) is requested for the city to proceed with construction of Well No. 8 and its raw water line. If you need additional information or have questions, please let us know. Sincerely, Hakanson Anderson Associates, Inc. Ronald J. i ner, P.:+/ cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Attachment: Resolution 2007 -35 IIU Hakanson ot522RadiumLetter Anderson Assoc., Inc. RESOLUTION NO. 2007- 35 RESOLUTION APPROVING A COMMITMENT FOR RADIONUCLIDE TREATMENT FOR PROPOSED WELL NO. 8 WHEREAS, the City of Otsego proposes to construct Well No. 8 with water taken from the Mt. Simon aquifer. WHEREAS, the water from Well No. 8 has tested positive for excessive levels of radioactive elements called radionuclides. WHEREAS, the water from proposed Well No. 8 must receive special treatment for the removal of radioactive elements. WHEREAS, pursuant to Council requesting that Hakanson Anderson Associates, Inc. prepare a letter to the Minnesota Department of Health to go forward with construction of Well No. 8 contingent upon use of Well No. 8 after the addition of water treatment facilities to remove and properly dispose of radionuclides. And has presented such letter to the Council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: Such letter, dated June 11, 2007, a copy of which is attached hereto and made a part hereof, is hereby approved. Adopted by the council this 11 day of June, 2007. Motioned By: Seconded By: All in Favor: Those Opposed: Larry Fournier, Mayor Judy Hudson, Clerk ot522ResApprovingCommitmentforRadionuclide ITEM 9_3 RESOLUTION NO. 2007-31 RESOLUTION ACCEPTING BID WHEREAS, pursuant to an advertisement for bids for the construction of City of Otsego Improvement Project 07-01, 2007 Street Maintenance, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement Base Bid Allied Blacktop, Co. $189,857.77 Caldwell Asphalt, Inc. $203,503.07 Astech Corp. $224,967.26 AND WHEREAS, it appears that Allied Blacktop, Co. of Maple Grove, Minnesota is the lowest responsible bidder, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. The mayor and clerk are hereby authorized and directed to enter into a contract with Allied Blacktop, Co. of Maple Grove, Minnesota in the name of the City of Otsego for the 2007 Street Maintenance Project (COP #07 -01), according to the plans and specifications therefore approved by the city council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the bid bond made with their bids, except that the bid bond of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. Adopted by the city council th is 11 day of June, 2007. Motioned By: Seconded By: All in Favor Those Apposed: Larry Foumier, Mayor Judy Hudson, Clerk C:1Documents and SetlingeramilMy Doc unentalRes 07 -31 2007Maintdoc r «. . ■ ,.... 991MY .— .. 1 1 ,, _�. �ii - �� RANGE 24 GE 23 I 1 J � � .. muRr e _ � O '�_�� .:- :="ham i O� - 11 ■ I V' 18 I _ � v, ! 4Y MGM Or W A Y I 4 '_ S TREET NE.) 1 3 .__ __ I I I P P; „ 1 i * _ he 18 I MP rt 15 !�° _ i 1 ( iii r 9 ` r f 1�l 4 9 Mean AR . Jl r c r , III ii, i IL - - - 1 x,: _11* I i 1 ' i ,r .- _ I f r " - bra � - - - - :, � jir 15; 0 3000 /idyl, i 7 , - . r 22 I . ° W 9 n 23 24 EXCESS WEEPINeS 3 J S � ' �� I � � � B ! S s' �S 0 � JUNE 1893 N GUS 7000 JANUARY 2003 L98 IAY 3008 �! laik., Y 1 ■ ' �,, APRIL 7001 JNNMRY, 20M JINUNEf, 200) t - - ( i w --- --_ i i 1 MAY. 199e OCTOBER 200, AUGUST, 2004 i u LOCATION ! JAR. 199D MRIL 2002 FEBRUARY. 2005 fi ' i ! ; ® ' = u .� Q ' -' • No L. - CUL -OE -SAC _ ' / /! / // f6Y - Sb 6re 7.. . ....f®61f /iVt '�1C/IV /�UtiG _ ` Y / tai2►. ® •'.� _ .r• Ilikiiik\ ` ' WW �ivllE ittS.1 L c orn s. � ' � ` i NIL a " ‘r " illt 1 E n, . -?-. L mi i i a • ■ :tit - • STREET s ate / "�` :..� 0 4 I A ! ' / -- 2 . 7 I Ni 01 i 111110FAa i , � 1 4 e."'. ki . , 12 7- a� St Ili . 7.3•4.6.10 . ,_....__ C .iir. : I , - - - - . i - ,______ ti: .111M1 III Fi t \\s N ,. - 1:11* / Fir f i li liarnifiT iallill L94] C 5 A .. (N E 70. ST) IP „ .__, ..... i.,..._ II. a Ili . _ : 1111 : 7';:r.''''.11" .21 — 1"L — .B� rnY of 50 -. Cr ®.. .. - _... 1 ! .,:z.-.AA:-..:1 .5' 1 r I.! ilii - iiri,4 m, .. "4:6r1"0 IV - .MAUS ME/Q01.5- , 62) i •( ' \ _ I. g kW It • mow 1 »o „ 3 4 ,.F �, . n , � ,� _ se/ - �� 1 J 33 �� I 34 . N 32 E 1F ,.. \,, I m m r J/ I�� i / I r I • _in •• cs T115 IS NOT A LEGALLY RECa10FRECORDED NAP. P. Z •, cm 6 sr Sow. QZ ra. -"or ( «[ . r" si . -- p • • • \� 1 --r----I-- :•-; ,Ii IT I YMS A GOYF«UT,GN R VTFAT"RGN § $ i5 , 2$ q 1 � il� V � I . ,II 8 wu T A GALLY ECORDE STATE RANGE 24 RANGE 23 M i 4 m ALRHON„ 1ES ARO OTHER SOURCE'S. - � :Ili (f X1 12 yr \ LEGEND _ = - h 4 f , — '- � , k i 1 i ‘,.. 7 fsek...27,„ / 2007 SEAL COAT 2007 OTSEGO SEAL COAT ,. - V* � ' : =--- STREET MAINTENANCE PROJECT N b!°` «' CITY OF OTSEGO PROJECT 07 -01 MINIM •y' "'' 2007 STRIPING DATE: 4/30/07 FILE: OT374 i REVISED: 5/31/07 i Jun 06, 2007 — 1:17pm brentl K: \cad_eng \PROJECTS\ MUNICIPAL \OT374 \dwg \OT374— SEAL.dwg § 2007 OTSEGO SEAL COAT 2007 STREET MAINTENANCE STRIPING PLAN STREET MAINTENANCE PROJECT CITY OF OTSEGO PROJECT 07 -01 I DATE: 4/30/07 FILE: OT374 80TH STREET NE NASHUA AVENUE NE REVISED: 5/31/07 p p 1 �� to STREET 70TH STREET NE 3__ _- -�- ---- 0 BEAUDRY'S ADDITION C.S.A.H. NO 19 t _ 3 0 2 4� SOLIb WHITE FT ST �; L., - 2 ° Li I I` 31diN wG 1' I 94th ST �, .�` ; _ 24" SOLID WHITE STOP BAR - 15 i 1\\ — BAR - 14 FT i '' cu Z Q Q Q Q / Y LZI I I�' z 3 Z � Z Q j W I 2 / p ,, / W -n,, _.r, ...� C Z 93r ST - ' b Lii _, 0 Y " LAM•NT AV m - Z , u ? 2i I w � � LJ ° M .. - c3 Z -s-(1-- � Z end• 1 _ Ld cn LANDER AVE �; a • NIIIIIIIIII I � gp i �� n gill W' � T J' = G�� G�Fy . 4 vo OTSEGO I -94 ! CO Q P P T A Y �� 9 2NQ WEST INDUSTRIAL � 2 • • r " I Z O z G A NE c STREET ill Z = Z Ppp\ � �► O ff_ z � r ��t, i w j D h, .1111117 - Z w PARK 4TH / S W E j Z MINNE`• A DEP• ° r,�3AV ON ry S m cn o NO FOG LINES CITY HALL 89th SfRET NE �� is 17 � � Z � � ` \ / /I� �� • ��`i� Z 3nvX310NVi1 Z 7 8r © ALONG BITUMINOUS 1 G * a5 � 4 1 r�o C URB (BOTH SIDES) �p °4' CURRENTLY THIS PORTION i J 'I N . 3AV NONNY1 m� (8) - 10' X CROS M 7 ,..., IS DASHED YELLOW a •RABE: BLOCKS = 240 SF 88th ' CENT RLINE RESTRIPE AS I w CO D = vE NE (2) — "XING" MESSAGE -- - e Ca—I— m A CT. NE SOLID DOUBLE YELLOW LINE �'RC� " cTO� Q ��a Z z �?�-- "' > (2) - BIKE SYMBOL r, d co r - - ALLE I m G 1 2 0 . 1' ‘.1 I I.JS4 G. 0 --.1 MA KENZIE •VE NE C.S.A.H. N0. 37 3 4 ( N.E. 65th ST. ) m O MANS+ ST ' FF j , \ ,, s` N N FOG LIKES g — 10' I:RIISS ' - - - - -- - - -- - ti FST /1/•k ,� ' ALONG BITUMINOUS (9) 1 < ; 9GF Z CURB (SOUTH SIDE BLOCKS = y � J � MARLOWE PJ� �' tiF ONLY) a _/•_I 1 N.E. MARLOWE AVE.._ o y 4" SOLID DOUBLE YELLOW 4" SOLID DOUBLE YELLOW 4" SOLID DOUBLE YELLOW CENTERLINE = 5,760 FT CENTERLINE = 6,430 FT CENTERLINE = 6,522 FT x 4" SOLID WHITE FOG 4" SOLID WHITE FOG x 4" SOLID WHITE FOG LINE = 11,520 FT —ZW'--- LINE = 6,345 FT I LINE = 13,444 FT 500 0 500 1000 500 0 500 1000 500 0 500 1000 SCALE IN FEET SCALE IN FEET SCALE IN FEET Jun 06, 2007 - 1:16pm brentl K: \cad_eng\ PROJECTS \MUNICIPAL \0T374 \dwg \OT374 - SEAL.dwg 2007 OTSEGO SEAL COAT 2007 STREET MAINTENANCE STRIPING PLAN STREET MAINTENANCE PROJECT CITY OF OTSEGO PROJECT 07 -01 CITY HALL PARKING LOT DATE: 4/30/07 FILE: OT374 REVISED: 5/31/07 1— " u) OTSE C L_ 94th ST o � o t > N Q w y 4 i S 0 Q O D Y - - -Jx- w Z t 0 cr < -- --1-d- w w O Z cn z Q o z 9 3rd S: Z 0 D w z ti 17- 5 w 0 Z �ci a Li 1. Q � 2, a a �� w Z Ov N ir Z - Z H El LI Z > CITY HALL 89th ��RET NE � �<v C. cR ost' o s v M 1 88th CT. NE F - - - T z — 0 w �- V 0 0 a 0 ti w r w o 1 Q Z a 7 I M 4 -I I Q X. Nr - r L > - o 4., w Z 0_ Q I F'7 . --- -- . .. c,� 0 I NI 4" SOLID WHITE LINE = 2,540 FT (4) - WHITE HANDICAP SYMBOL 500 0 500 1000 MINIM ■ SCALE IN FEET Jun 06, 2007 — 1:16pm brentl K:\cad_eng\PROJECTS\MUNICIPAL\OT374\dwg\OT374—SEALAwg _ _ . ow' ( 1,n6 .44, 'N .,,,) issib._ li CITY EGo 1 _ __ : C.:1/4 -'1 : '. to ' 1.-' liliaill6 7 C...='' .. 11 V I , , .D------,,,p- v 94199.4114I z:::: I 0:1 1111°Allid\IIIAIIIIAIII.I N THE GREAT RIVER ROAD 1 t 09 i --, il • _ , Nii■,. b. 4.,*„_. 4=; ...: '' .:;\ 1 0 ----____ ____ i.illarj kgr It MIN111111111111 p_WIC 0“ Notql g , 1 . g — i l I th 7 7; 1( ----___ Hik 4 - 4 INENENAM 4 , W i \ 1 rt--- 1 I AL . -'- . --1- W i llifL I L 11111141 ;; 1 1 -----1461'1 44 44 ....1 17 11;■ihtit * -v. '' - .- . - b , .. ... 11 I tpili . " %imam ffa -14 ...4,.. • ,„..::.. .. . ...1 Ino•...._ . . 4 1 7 III , 1 _ , r il l, ,,.,.. op w._ , .,,,,._ i . , rerm . on_.. ....i ...;HiT ____ a ,T , r 4 3 ,, e.. f r , ! , _ _ . . . . . . . ,.._ .... ...._ ... _ , J 4 ,.. . ., . 4 m . PE rillri "11111 ...,.. 1 ipir _ , , ,- si 1 500 0 SCALE IN s 1 500 3000 IU Hakan on Anderson ....,11,6„rte4,10-1.- ,- 3391 Trair-stan Ave. An*. Nroneta 93393 PREPARED: Iktr. 1991 , swEEPINgs k arm 1 REVISIONS A .N liTIM . , 1 lit • - I ail1/46-3-A JUN9, 1993 AUGUST, 2C00 JANUARY , 2003 JANUARY, 2006 § OCTOBER 1996 APRIL 2001 JANUARY, 2004 JAN31437r, 2007 , . •• MI . N E. IONI 39921 ' ■ IA A Illiiiii . -- - ! -t- __ MAT, 19116 OCTOBER 2001 4UGUST, 2004 r ar „,, 1 ,i iii .,....„, .ck., mi,L, Li \ i ........ _ vuL,E APRLL 2002 FUMY" 2005 7 --- C. - - - LA 9346 ST 1 _ 1 _ pl.,. . „_.... t .. - .,...___-_ , ___*_________._ ] _______ -, istittc•, . iiii A.A1011.1, ... r t • krtaMillif441111P-IMIL rk_ . ,_ = ..7 BM autHmHEI.., 1 1 -- i f tWASE ' 6i;;; "7, l' I 5 OrrilM7L 0.94 ii;i,,, ,, . - -- - Fr17 :4M EICS _ _ ; 1 1-.W-AW' -: t : 1 I II ‘ „irsgt tor---- --- /4 . 1 ,.. 1 TNA STIEET l ilt. ...zv ,_,.- .:.: . - ..r. mr41101 KA , : Viliv ,.., 1 ., • i I::)7 1 -.J. - r I owa - A -AI , 111....tal, ., ,., ,, irl 3... \ t( 44 , 1111 11Fre g i f iga 1 It 1 : i i tZ gi l MI l ar tft,____:.-4.. H .., 1 - _ j 2 . 1 : ivie (----- I u . : 11 N Pi 7 ' .., e !r --- ----- ... „_v_l -,, - _ 1:1. „ink ,._ ____ IF 'r.: ... .... \_. _. \ 1N,, ,.. , \ cconv a iii _ ,_,mlimpi, /.-,_,, , , ..... ..... . .., , I ' .■■ . /4 r i i ,..., , , i f : t ..4tilf \.-- , t . Er A st ra ,, , _t„,,... ,' kv !i ._ --- -1 4 111. . ji. - , - ",, _,,k , . . 1 F„.: 1 IP LEGEND ...■ms .„ kiilijiNi 4 ' I!r i 1 i . !V" ' u... .4-:4,..,-,291, , VPARANNONOWNNAMNIVINNV 2007 CRACK SEAL STREET MAINTENANCE PROJECT 3 ., REVISED: 5/31/07 i Jun 06, 2007 - 1:16pm brentl t• ITEM 9.4 QUANTRELLE AVE IMPROVEMENTS 88TH STREET IMPROVEMENTS GOVERNING sr tcarwHl RANO THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLANS FOR BITUMINOUS SURFACING, DRAINAGE IMPROVEMENTS, "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. SANITARY SEWER, WATERMAIN, AND MISCELLANEOUS CONSTRUCTION ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES /� SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. CITY OF OTSEGO PROJECT No. 0 �j -04 WORN SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. PROJECT SHEET INDEX LOCATIONS wri. No THIS PLAN CONTAINS 27 SHEETS I' � NTITIE SECTI NOTE TYPICAL SECTIONS T I DETAILS O assoo rig A ri �_ ,� IIANTRFIIF AVPNUf STREET AND �- -0,� -�e _� = =5 �- 12 -13 BITUMINOUS BIKE Il �,�� w �.� y ,��s�,SSS 14 -1/ SANITARY Z SHERBURN 64 � eee • � ■ ITA AND � �� ■ 21 -22 SANITARY SEWER AND WATERMAIN 23 SIGNAGE AND STRIPING d00� �a� d0e00 s f 631144111111111 24 -26 CROSS SECTIONS - QUANTRELLE AVENUE I Se,+?S_____, ■ 27 CROSS SECTIONS - 88TH STREET N.E. iv11111, Alif Oast o0 l: ■ I s ss ■s� s�� O s ... . '00 0 s� d ew r esae ' ■s■eses1�i t a, ■' rein ovo■ s �3r win asmp i U I III r. ai 1P_ 1 R � ' 1 ■e■ 1111111-111111,11 111 / ►� ktfl. ■� 's 70 EMI, s L eo �.® 111 me s ee dee c I iiii ® � • , CITY OF OTSEGO zsosz DATE WRIGHT COUNTY. MINNESOTA RONALD J. WAGNER, P.E. UC. NO. HAMMON ANDERSON ASSOCIATES, INC. F CITY ENGINEER k 28383 DATE 6 JEFFREY A GULDEN, P.E. UC. N0. F HAXANSON ANDERSON ASSOCIATES, INC. c DESIGN ENGINEER I "� -% Hakanson THE SUBSURFACE UTILITY INFORMATION IN DATE REVISION II ' Anderson THIS PLAN IS UTILITY QUALITY ( D. I BENCHMARKS: At EYQI sol E 7X15 QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES sea 0 sol 00 (1) 865.90 s: INN • NW CORNER OF 90TH ST 8 QUANTRELLE AVE. Assoc•,Ina. CI /ASCE ss -2. ENTITLED "STANDARD (2) 567.913 e: TM • NE CORNER OF CSAN 42 8 CSAI/ 59 5 GUIOELNIES FOR THE COLLECTION AND ' SCALE 0 00 R evil Engineers and Land Surveyors DEPICTION OF EXISTING SUBSURFACE DATUM: 3601 Thurston FAX 7 63-4 27 -0520 Minnesota SSSOS UTILITY DATA' SPECIFICATIONS. (1) NAVD 2�9 (FO 8 TX srRE�ET CONSTRUCTION �� S 783 -427 -5860 FAX 65- 4 \ S.. CITY PROJECT 07 -04 SHEET 1 OF 27 SHEETS Y OT375 STATEMENT OF ESTIMATED QUANTITIES 88TH QUANTRELLE STREET AVE TOTAL ITEM ESTIMATED ESTIMATED ESTIMATED NOTES NUMBER ITEM UNIT QUANTITIES QUANTITIES QUANTITIES 2021.501 MOBILIZATION r LS 0.3 0.7 1.0 1 ITEM TO BE USED TO TRIM BRANCHES BACK TO PROPERTY 1 2101.601 TREE TRIMMING EA 8 0 8.0 UNE 2104.501 REMOVE CURB AND GUTTER EA 75 10 85.0 2 2105.501 COMMON EXCAVATION (EV) (P) CY 370 0 370.0 2 ALL EXCAVATION SHALL BE INCLUDED FOR PAYMENT AS 2105.523 COMMON BORROW (CV) (P) CY 0 1,662 1,661.0 COMMON EXCAVATION AND INCLUDES PAVEMENT 2211.501 AGGREGATE BASE, CLASS 5 (100% CRUSHED) (P) TON 300 1,892 2,192.0 REMOVAL AT TERMINI OF PROPOSED CONSTRUCTION. 2350.501 TYPE LV4 WEARING COURSE MIXTURE (B) TON 90 720 810.0 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE (B) TON 112 457 569.0 3 BULKHEADS SHALL BE INCIDENTAL TO STORM SEWER PIPE WORK 2357.502 BITUMINOUS MATERIAL FOR TACK COAT (P) GAL 41 167 208.0 . 2501.602 30" PIPE APRON EA 0 1 1.0 4 WYES AND BENDS SHALL BE INCIDENTAL TO SERVICE PIPE 2502.602 CONNECT INTO DRAINAGE STRUCUTRE EA 1 0 1.0 WORK 3 2503.511 12" RC PIPE SEWER, DESIGN 3006 CL V LF 16 0 16.0 3 2503.511 15" RC PIPE SEWER, DESIGN 3006 CL V LF 0 353 353.0 5 FOR SIGN TO BE MOUNTED IN THE EXISTING CONCRETE 3 2503.511 18' RC PIPE SEWER, DESIGN 3006 CL V LF 32 82 114.0 MEDIAN, CORING THOUGH THE CONCRETE SHALL BE 2503.511 21" RC PIPE SEWER, DESIGN 3006 CL V LF 0 179 179.0 INCIDENTAL TO THE WORK 3 2503.511 24" RC PIPE SEWER, DESIGN 3006 CL V LF 0 422 422.0 2503.511 30" RC PIPE SEWER, DESIGN 3006 CL V LF 0 264 264.0 3 2503.511 36" RC PIPE SEWER, DESIGN 3006 CL III . LF - 16 0 16.0 2501511 42" RC PIPE SEWER, DESIGN 3006 CL III LF 279 0 279.0 2503.602 CONNECT TO EXISTING SANITARY SEWER .' EA 1 1 2.0 2503.603 8" PVC PIPE SANITARY SEWER SDR 35 (0' -10' DEPTH) LF 0 291 291.0 2503.603 8' PVC PIPE SANITARY SEWER SDR 35 (1(Y-12' DEPTH) LF ' 473 333 806.0 2503.603 8" PVC PIPE SANITARY SEWER SDR 26 (27 -24' DEPTH) LF 275 0 275.0 4 2503.603 6'PVC SCH 40 SERVICE PIPE LF 80 131 211.0 2503.603 STANDARD 48" SANITARY SEWER MH (0' -8') EA 5 3 8.0 2503.603 EXTRA DEPTH MANHOLE VF 52 4.5 58.5 2503.603 DROP CONNECTION (0' -7 DEPTH) EA 1 0 1.0 2503.803 EXTRA DEPTH DROP CONNECTION (OVER 2') r VF _ 10 0 10.0 2503.603 TELEVISE SANITARY SEWER LF 760 624 1,384.0 2503.603 SEWER TEST LS 1 1 2.0 2504.602 ADJUST VALVE BOX EA 2 1 3.0 2504.602 CONNECT TO EXISTING WATERMAIN EA 1 2 3.0 2504.602 HYDRANT WITH GATE VALVE AND BOX EA 3 6 9.0 2504.602 6' GATE VALVE WIBOX EA 4 7 11.0 2504.602 8' GATE VALVE WIBOX EA 3 0 3.0 2504.602 12" BUTTERFLY VALVE WIBOX EA 0 3 3.0 2504.602 RELOCATE HYDRANT AND VALVE EA 1 2 3.0 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 62 318 380.0 2504.603 8" WATERMAIN DUCTILE IRON CL 52 LF 961 0 961.0 2504.603 12" WATERMAIN DUCTILE IRON CL 52 LF 0 2,135 2,135.0 2504.608 WATERMAIN FITTINGS LEIS 980 2,872 3,852.0 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020 - 48• EA 0 8 8.0 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020 - 54" EA 0 1 1.0 . 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020 - 66' EA 1 2 3.0 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020 - 84" EA 2 0 2.0 2506.522 ADJUST FRAME AND RING CASTING EA 2 2 4.0 2511.501 RANDOM RIPRAP, CLASS III (P)' CY 0 10.9 10.9 2511.511 GRANULAR FILTER MATERIAL (P) CY 0 5.5 5.5 2531.501 CONCRETE CURB AND GUTTER DESIGN 8618 LF 270 2,002 2,272.0 2531.604 6• CONCRETE VALLEY GUTTER SY 60 210 270.0 r 2563.602 TYPE III BARRICADES EA 2 0 2.0 Q 5 2564.531 SIGN PANELS TYPE C SF . 17.9 0.0 17.9 2573.502 SILT FENCE TYPE MACHINE SLICED LF 900 3,350 4,250.0 8 2573.530 INLET PROTECTION EA 3 7 10.0 E 2575.502 SEED MIXTURE 260 ' LB 100.0 154.0 254.0 9 2575.511 MULCH MATERIAL TYPE 1 TON 2.0 3.0 5.0 f 2575.531 FERTILIZER TYPE 1 LB 300.0 462.0 762.0 2582.502 4' DOUBLE SOLID LINE YELLOW - PAINT LF 250.0 0.0 250.8 9 t trt DATE REVISION 'i hereby molly Mal a,• pen. meeNlea1Mm ,mere .eb 1010• 0 EE T ,. 10^; a Um* ^ - ^y Onal • .n KL9 Hakonson Anderson Inc. CITY °T ` w� ESTIMATED QUANTITIES 2 H. a u. 00 s n,a ` 1110 e.. trR lElil fe r land Assoc., ssoc O��VO ag uA C scot Thurston Engineers Ave., Anoka, wnn..do 55303 CITY OF OTSEGO. MINNESOTA 27 B pp.. 7ss -427 M60� - :n��szo ON The GREAT RIVER ROAD `..% R x6 • - Date Lie. No. 052 RAW ww• Y7 SHEETS PROJECT N0. CONSTRUCTION AND SOILS NOTES WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK PLACE SLOPE DRESSING, FERTILIZER. AND SEED. WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. FERTILIZE WITH 300 POUNDS PER ACRE OF A COMMERCAL FERTILIZER WITH A MINIMUM TOP OF NE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE PAVEMENT NPK OF 22 -5 -10. SLOW RELEASE OR ORGANIC FERTILIZER SHALL BE INCORPORATED 6 SECTION. I.E., THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. INCHES INTO THE SOIL AS PART OF THE SEED BED PREPARATION. USE SEED MIX 260 IN COMMERCIAL AREAS AND 280 ALONG THE ROADSIDE AS DIRECTED WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW BY THE ENGINEER. APPLY AT A RATE LISTED IN THE ESTIMATED QUANTITIES. CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING DESIGN, WHICHEVER IS DEEPER; THEN AT ALL SEEDED AREAS, APPLY MULCH TYPE 1 AT A RATE OF 2 TONS PER ACRE IN A 1V:20H TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. ACCORDANCE '7TH MNDOT 2575.3 F AND DISK ANCHOR IN ACCORDANCE WITH MNDOT 2575.3 G. DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH REMOVE AND SALVAGE ALL SIGNS. SPECIFICATION 2105.30. SELECTED GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL. SILTS, DEBRIS. ORGANIC MATERIAL, AND OTHER UNSTABLE MATERIAL. STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SELECTED GRADING MATERIAL.. OBTAIN COMPACTION OF THE GRADING AND AGGREGATE BASE PORTIONS OF THE CONSTRUCTION IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD" REQUIREMENTS. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE W1TH Mn /DOT SPEC. 2104.3. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 gol /sy BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OF MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. DATE REVISION hbr W 11M. On. w.ARMbn• wrl wee wen ^' j " " er '"y A. °itl "°' I FIG Hakanson Anderson Assoc., Inc. c ltr °F CONSTRUCTION NOTES 3 a New..O PM e. k n s g g ` N p. 3ta M we 11111 CWR Engineers an0 Land S esota OTSEGO ® 3601 63-42 Thurston Ave., Anoka. 763-427-0520 55303 CITY OF OTSEGO, MINNESOTA 5 27 99 763-427 -5160 FAX 763 -427 -0520 S y — Date Lk:. Ne. 28SBS JAG v 427 -5 oneon —e 763— 27-0 ON 7716 GR[AT AD T 6 PROJECT N0. t 15' 15' PROPERTY UNE 1 I PROPOSED ROW 8618 � ' 8618 L 40' � 1 I Name 1' VARIES (22' 411/11141.114) 1' `- 1 INSET A 1 1 , y F OUANTRELLE AVENUE STREET SECTION 8 -816 CURB AND CUTTER NO SCALE T.OX 1 INSET A 88TH STREET SECTION NO SCALE t0.0' "' 10.0 5.0' X 2.0% 4.0% 1 1 DETENTION POND SLOPE .f' �y t0. TO EXISTING GRADE - 2 l/r BITUMINOUS WEAR 2350 TYPE LVWE450308 PLACE ON APPROVED - 4' CLASS 5 GRAVEL SUBGRADE (12' WIDE) TYPICAL SECTION - BIKE TRAIL 110 SCALE INSET A /1111111&. r BITUMINOUS WEAR SPEC. 2360 MVWE45030C � ,,,,,, 2 1/2- BITUMINOUS NONWEAR SPEC. 2380 MVNW350308 r IMMO 6 AGG. BASE CL. 5 SPEC. 2211 k k y r DATE REVISION "" » ®Oe SHEET P..w rod M w wWV off d w Ilie1 fluky. ,„„„ �, , .,,, '` Ku IM1 Hakanson Anderson Assoc., Inc. . CRY 0! TYPICAL SECTIONS 4 m l a Ms SP. of Monnob. % MI■ CM E nginwn and Load Surwyws 3601 Thurston Ave.. Anoka. Minnesota 55303 $ aeaa 763-427-5880 FAX 763 - 427 -0520 CITY OF OTSEGO, MINNESOTA 27 �` u ' Dt e U. No..Z$ JAG M.w.hakanson- andanon.00m ON 188 GRBAT B ROAD SHEET PROJECT NO. 7,6..—oi I t — { . :16 MIN LOCKING = 040 m 3 RINGS - n = °: z 1 B _ 5 B .. 1 PI a /�1 �� 1,4.. n I l',4 A 1o1 + ' __.___________ 11 3/4 ".I l�I� _ ,2. III SLOPE BOTTOM �� GROUT BOTTOM TO SLOPE TO PIPE AS �J\i�B Aunt BY ARROWS ARROWS AS SHOWN SHOWN BY 1 L�•� III4,� �� ....1/8" //// ARROWS I [ 1/2 COPOLYMER %" ' /// III / I -II� n — POLYPROPYLENE / I\ I I 1 PLAN C3 DEFORMED ® FFO RGEST PIPE SECTION N 04 PIPE I�I �1 Fes— 1 /4 OF ' STEEL ROD SECTION A -A SECTION A -A CHIMNEY 08 1 STANDARD PLATE MANHOLE STEP STANDARD CASTING CASTING AS INDICATED ON PLANS CONCRETE ADJUSTING RINGS MAX. NTS SECTION A -A OR SCHEDULE "I 4 -2' RINGS TO BE INSTALLED MIN. 2' THICK CONCRETE 1 ADJUSTING RINGS MINIMUM (2) A.1 -1 GROUT BETWEEN ADJUSTING RINGS AND ,lliMi'!, 2 -2' RINGS TO BE INSTALLED AND MAXIMUM (4) =ommwmd6= CASTING CHIMNEY SEAL (SEE STANDARD NOTE: =�Z ALL OTSEGO SANITARY MANHOLES MUST BE MOISTURE SHIMS USED FOR LEVELING © PLATE N0. 306 OR 310) 1 �� PROOF 11410E AND OUT WITH CONSEAL CS -55 OR CON 1 METAL OR -_ APPROVED COUAL CONCRETE /PRECAST CCENTRIC i 4 DO NOT COAT GASKETS OR RUBBER BOOTS. ALL OTSEGO SANITARY MANHOL MOISTUR STURE PROOF BOTH SIDES m SECTIOv - DUCER 5 I• WALLS TO BE CONSTRUCTED O CS -SS OR APPROVED N OPENING OF PRECAST SECTIONS S 0. EWAL EAM SIDE APPROVED STEPS PER STEPS AS PER DUCTILE IRON PIPE FROM TEE MN/DOT PLATE NO. 4180 J STANDARD PLATE — TO UNDISTURBED SOIL MIN. 10 FT NOTE o, WALLS TO BE CONSTRUCTED A 'F �� --+A p - DO NOT COAT RUBBER 7 IMEIIIIWEE121111 , GASKETS OR BOOTS. OF PRECAST SECTNN5. JOINTS HALL ED O -RING GASKETS. :FI BE CONSTRUCTED WITH UNDI RUBBER WATERPROOF _ SOIL STURBED ' APPROPRIATE IAL GASKETS REWIRED FOR , _ S AOAPIER OR CONCRETE PIPE INSERTS COLLAR 16' WIDE MATER a RISER SECTION 6' THICK 3'x3' iHJ. ALL �,� 10/10 MESH 'II 0 MANHOLE INVERT SHALL BE MA O E F ROOM INLET TO ' _ OWN BRICK OR SIDES ES s' I i1// OUTLET 3 6' 1 CONCRETE SLAB .'- 6 BASE OR INTEGRAL BASE FOR ALL MANHOLES LESS THAN 14 FT. IN PLACE FOUNDATION GROUT FLOW LIVE DEEP INCREASE BASE 2' PER 6 FT. R AS SHOWN ABOVE OF DEPTH BEYOND 14 FT. - 3 6' BASE OR INTEGRAL BASE FOR ALL MANHOLES LESS g SLOPED TO PROVIDE SMOOTH THAN 14' DEEP. INCREASE BASE 2' PER 6' OF DEPTH R FLOW FROM INLET TO OUTLET BEYOND 14' & REINFORCE WITH 6'x6' 10 /10 MESH. 7 STANDARD DROP MANHOLE SANITARY SEWER STANDARD MANHOLE SCALE E No SCALE AX OA7E REVISION 1 I.ww mrIRr 7Ci - M• N....r INn. ®o■ SHEET by "' s under my II KLB Hokanson Anderson Assoc., Inc. °T`5 w SANITARY SEWER DETAILS sa 5 �- aMr u..sa Pn1e1.nM N.. MO! VI n I � I`i� m 27 g M A�. 14* a 04 .. x. we Civil Engineers and Lord SurnTOrs 9 lKA 3601 n 060 Anoka. 55303 763 —d263-42 7 -5660 FAX 763 -427 --427— 050 20 CITY OF OTSEGO. MINNESOTA $ V D O% U e. No. 28363 JAG wvN.NokOOn— ondooll.xOT 'TS GBBA ROAD SHEETS PROJECT NO. TREADS 3/16' 3/8" 7 6' [5mm] HIGH [119.1.1 1 4" 6mm 22 ".. E (2) C.I. UFT HANDLES CROWN SEE SELF -SEAL DETAIL 2" 1' e _1 a ` � `- ■ , 25enn1 o E 3 4" E pe Bueu E L I i3mm] i 1 /4^ [4fit. 151mm] XHIGH H � E t m] RAISED LETTERING E 1/4' [6m] 3/6" — TI p—pep— pmp—pmpmp MACH. GROOVE IN UD SEAT B— p =pmpepep —pep - 1 i FOR t 4 6mIn DIA. SURFACE DESIGN p SANITARY p SE p WEB a 3 16 ., 71 POL RNE CASKET 40 pp — pep — —p ®p n (3) STACKING LUGS NO SCALE e � / E Non- ° o -o -o -' O B -pep u • 120• APART % �i�� i ��i� „ /, /, �/ /iii r n E SELF -SEAL DETAIL NO p - p— p —pe E N0 SCALE ALL DIMENSIONS SHOWN ARE IN ENGUSX AND [METRIC]. — o o p.,p � �� 0.. i.,e ^' � . E n MATERIAL: CAST CRAY IRON ASTM 8 -48, CLASS 358 0 p p aa FINISH: NT SECTION B —@ Q H NO SCALE MANHOLE FRAME AND COVER PAVEMENT � 1 26 BEND WITH / WITH WYE E ONLY RUBBER SLEEVE �,..� PIPE 26 IZE AS SHOWN ON PLANS ��jI , STAINLESS STEEL �F.7 — CHIMNEY HEIGHT EXPANSION BANDS - 4 10111111.11M4.1111111 PRECAST CONCRETE �.® + ADJUSTING RINGS OR BRICK CHIMNEY S” MINIMUM WYE iEE OR BRANCN RUBBER ON SANITARY SEWER MAIM EXTENSION PRECAST MANHOLE CONE CONCRETE ENCASEMENT 6' MINIMUM THICKNESS VARIES P05T V E GROU ND PLAN WITH GREEN PAINT NOTES: 1. THE RUBBER SLEEVE IS AVAILABLE IN BOTH STANDARD. A 8.5" WIDE DOUBLE PLEATED, 014 WIDE. WIDE. A 10" WIDE TRIPLE PLEATED. CROSS SECTION. THE SAME EXPANSION BANDS AND EXTENTONS ARE USED ON BOTH. MAIN LINE 2. SEE CHIMNEY HEIGHT TABLE FOR SEAL AND EXTENSION COMBINATIONS NEEDED TO SPAN MI S 51EEL MARK MIN 4' ABO FROM THE FRAME TO THE TOP OF THE CONE ON MANHOLES WITH VARIOUS CHIMNEY EN IIIII 3 HEIGHTS. FRAME OFFSETS OR DIAMETER DIFFERENTIALS WILL REDUCE THESE SPAN HEIGHTS. INFI - SHIELD inif EXTERNAL SEAL ,�� COMPACTED BACKFILL 3. THE TOP OF THE CONE MUST HAVE A MINIMUM 3" HIGH VERTICAL SURFACE THAT IS SMOOTH pL11G ,' SDR 26 PVC PIPE ® .1 SIZE AND SCHEDULE AND FREE OF ANY FORM OFFSETS OR EXCESSIVE HONEYCOMB. IF A 3" RICH VERTICAL SURFACE AS SHOWN ON PLANS IS NOT AVAILABLE DUE TO THE EXISTING CONFIGURATION OF THE EXISTING MANHOLE CONE. ONE MAY BE CREATED USING A CONE DISK FORM AND A NON SHRINK PATCHING MORTAR. PLANS 6 lF SDR 26 PVC \, FOR A FORM DISK CONE ARE AVAILABLE FROM CRETEX SPECIALTY PRODUCTS. \ PIPE SIZE AS SHOWN '\ \/ ON PLANS \'1 \e � 7/'i/ \�\��' \�' r . • SDR 26 45' BEND / / / \ �i \i �\ ' A� ■ ELEVATION _\ , I/. CHIMNEY HEIGHT TABLE AT PROPERTY uNE INVERT 10' y /∎ COMBINATIONS OF TO SPAN HEIGHT OF FINISHED GROUND AT PROPERLY UNE I :/ Y SEALS AND EXTENSIONS � W / STANDARD SEAL W / WIDE SEAL NOTES: SERVICE CYONNECTION O \C'O � TEE OR SEAL ONLY 0 " -4.5" 2 " -7.5" 1. THE ADJUSTMENT RINGS AND FRAME SHALL SE ENCASE N4 CONCRETE I SEAL + 7' EXTENSION OVER 4.5'- 10.5" OVER 7.5"- 13.5" SEALED WITH AN EXTERNAL RUBBER SEALING SLEEVE MINIMUM 6" THICK SEAL a 10" EXTENSION OVER 10.5 " -13" OVER 13.5' -16" AS MMNUFACTUREO BY INFI- SHELD* OR APPROVED SANITARY MNN SEAL + MULTI. EXTENSION OVER 10" OVER 16" EQUAL SANITARY VARIES 8 k ADD 6" OF COVERAGE FOR EACH ADDITIONAL r EXTENSION 2. 114E SEAL SHALL BE MADE OF EPGM RUBBER WITN 6 ADD 8.5" OF COVERAGE FOR EACH ADDITIONAL 10" EXTENSION A MINIMUM THICKNESS OF 60 M88 AND SEALED WITH A NON - HARDENING BUTYL RUBBER MASTIC. SHALLOW SANITARY MAIN R INFI— SHIELD EXTERNAL SEAL (PREFERRED) SERVICE CONNECTION SECTIONAL VIEW OF CHIMNEY SEAL NO SCALE NO SCALE 4 NO SCALE I f, DATE - I REVISION 1 h..4,. 4a18t Me Ns Mae somM ee.. ... SHEET y P•. q' "" or under my Owl nod X M 1 KLB Hakonson Anderson Assoc., Inc. SANITARY SEWER DETAILS sb d.. PI.I...rnw Rw b.. ' � ' m 8 @3 a Kw int LIe1ve r a r M. Id*. of C1N1 En8lnoon and Land 5arwyors D'TM °F • R LeA 3601 Thurston Aw.. Anoka, MlnnosWa 65303 �+ 763 - 427 -5860 FAX 763 - 427 -0520 CITY OF OTSEGO, MINNESOTA 27 man fo ; � % %/% %%� lJe ND. 26301 a4JAG R Mrrw.hakanson- ondonun.eom ON11i/ SHEETS PROJECT N0. ADJUST TO FINISHED FINISHED GROUND AS SPECIFIED GRADE HYDRANT LOCATOR ROD ""��. ,.... I ft 5 FT LENGTH RED/WHITE WITH SPRING MOUNT PROVIDE EXTENSON ROD TO PROVIDE EXTENSION ROD TO 1Y BELOW FINISHED GRADE 12" BELOW FINISHED GRADE VALVE 80X AS SEMBL Y BASE. VALVE & BLOCKS 2 1/2" HOSE CNECTION TO BE NRAPPED 61171 66 4 1/2" PUMPER CONNECTION 2 LAYERS OF 4 MIL PLAST C 'I fla , _ • �M „ REACTION DIP STUB 6.0 FT MIN - I M (♦ BACKING AL WATERMAIN, ■ 2 SOLID CONCRETE BLOCKS ' �� (GPI �� SIZE VARIES MIN 4” THICK -- - - �� - �- - PLUG MIN B" X 12" I�1 VI . r DIP TEE VALVE LOCATION ON PROPERTY i .+ T TIE VALVE BACK LINE WHERE POSSIBLE OR IN BOULEVARD. MIN. 2 FEET FROM WALK OR CURB SOLID CONCRETE BLOCKS IMMIMIONIIIMI MIN 4" THICK MIN 8" X 12" W I- r =n �� = NOTES: 1. 2r BREAKOFF SECTION GREATER THAN 2" SERVICES 2. LEFT HAND OPERATING NUT w NOMINAL GROUND 3. PAINT BARREL SECTION WATER SERVICE DETAIL TYPICAL RESILIENT WEDGE 0 ii , " "E DE0 TO GRADE NO SCALE HOLES ABOVE NORMAL 4. DRAIN VALVE & BOX INSTALLATION c ;� WATER TABLE TO O E 13E OPEN, 10" & UNDER WATERMAIN 0 �� DRAIN HOLES BELOW NORMAL WATER TABLE LE T PLUGGED. HYDRANTS PLUGGED DRAIN NO SCALE g STANDPIPE HOLES SHALL BE TAGGED WITH A METAL STRIP. 11 a 8077001 __ 1- �� fit w) . 1 1 -- lo F g PACER TRAFFIC FLANGE HYDRANT E. (OR APPROVED EQUAL) 'y NO SCALE • yyyyyy ��1 S DA SI ono* m T.. under • �M W II o, SHEET OTT O► WATERMAIN DETAILS .,, ,,,,,�„ L L8 Hakanson Anderson Assoc., Inc. a7o1,1 E >D on Or Salo or NIa..Ma. OM* '_ Chill Erglnwn and Lana Surveyors 55303 36°1 Thu OTSEGO m Thurston Ave.. Anoka. Minnesota ..... 763 -427 -5860 FAX 763- 427 -0520 CITY OF OTSEGO. MINNESOTA 27 4 . ww -- '1D.HO XXLV{/ IJ Na. 26383 _ JAG w.hokanson- andornon.eem 'T� CBB11 B sN [Ts PROJECT N0. --'161-"'"- � ..-ff A „ --I-A ' , , • R 4 l -- Zit HYDRANT MAKER 4 7 L it BP PROVIDE EXTENSION ROD TO '� °R Ap°RO [ 72" BELOW FINISHED GRADE STAKED ELEVATION FOR UNDISTURBED SOIL In UNUNDISTURBED BEO SOIL I 1 22 i-SETTING 8 BURY PLAN UNDISTURBED SOIL PLAN PLAN 'A' ti- -o .:. , ; ° AT 90' BEND �� '.. 12. : ��- � i ,7■/. AT 11 1/4' TO 45• BEND VALVE LOCATION ALT /2 �' FEET FROM I/ _ BACK OF CURB 1 „ 1 - I O ,_ 6 . ir UNDISTURBED atillill 11 0 �� MIN VALVE LOCATION SOIL ALT ilfaMell , a ��' 0 3D litO D V A LV E L CURB ' D/2 I' I :••• D/2 '^ 3 -0 HYDRANT DRAINS BELOW WATER TABLE NOT LESS E � . I ; �j TNE B NYD LUGGEDAND THAN 6' 'CAP NOT LESS \ THAN 6 SECTION AT 90' BEND SECTION SECTION 'A' I6 MINIMUM d, AT 11 t 1 /a' TO 45' BEND 1 S I' / �� \/ HYDRANT DRAIN MIN. 2 LAYERS OF %'. PLASTIC 4 MIL. WATERMAIN O � � 4 MIN. THICKNESS r 4 r , 2500 P5 CONCRETE - • I '11"? CRUSHED ROCK 28 DAV STRENGTH \III! = t CU. YD. t' 6 ' �1 11 ∎ ■ r II �. CAST IN -PLACE yyN fib "IK.t'y / CONCRETE THRUST � WALL OF • • ® I D TIE B ACK THE VALVE TO •2:-V.,;', BLOCK @ BASE TRENC .. D/2 MAIN LINE TEE IF DISTANCE ,, �- . •' IS LESS THEN 10•. USE _ � \ / I .. TM 6I5 MEGA -LUG RESTRAINTS FOR ALL JOINTS MORE THAN 10 FROM NAM UHF,. TO PIPE SECTHYDRANT ION FOR BE LEVEL // { 9 ' SECTION 'AA' 0 78' MINIMUM SEPARATION F COVER FITTING ENCASED d•• FROM SANITARY SEWER TRANSITIONS FROM MMN LNE DEPTH TO 8' HYDRANT BURY DEPTH MUST OCCUR IN CONCRETE MTh <\ BENDS MAYBE USED IF POLYETHYLENE NECESSARY 11AX NE X BUILDING PAPER PRIOR BEND IS it -1/4' k TO POURING $ PLAN 'AA' g REACTION BACKING HYDRANT AND VALVE INSTALLATION R NTS NTS - Al DATE REVISION - 1 K.m6, VRr Kr RK. t .P.dnadl.m - RMa r. - SHEET „ > ,, �°R" ,, arc ar WATERMAIN DETAI MO _m„ Prof* KL Hakc. 6b I • CIWI En IT" and Land Sun+YRn _ `` ` UU 5801 Tn. Rten "I An oka • NMnRR 56303 83 d�y ®R 763- 427 -5860 FAX 783 -427 -0520 GR6A 27 43 — D t. XX /00/ B UR . N n . 2€S&L JAC ,rw..NOkanwn- Rndonon.cem 111 W R ROAD OF OTSEGO MINNESOTA sxcns PROJECT N0. 5' 3 dg — T - VARIABLE • ___,_ • A / 2 5' s I e x 8 x 10/10 WW1 1 ._...... jIt .- •_ .. �i AL i ce . - , >� Mita" .— ¢ »: •EXPANSION JOINT - ,INT •V 'MEM' NOTE: DEPTH OF CONCRETE SHALL BE DETERMINED BY TYPE OF A CONCRETE CURB CURB AND GUTTER AND GUTTER SECTION AA TYPICAL CROSS GUTTER NO SCALE FRAME & CASTING (SEE MANHOLE COVER SHALL BE MX t CB SCHEDULE) TYPE II WITH 27' ECCENTRIC [1 O OPENING GROUT / O GROUT INSIDE AND OUTSIDE OF / I D CASTING ADJUSTING RINGS � ` o --i_ iligiEl BI$ 2� + CASTING t — ` g® CONCRETE ADJUSTING RINGS * 1 � �' CR �NEENAH R -3067 CASTRO 2 MIN. - !MAX. OR EQUIVALENT CASTING NEENAH 3067 OR EQUIVALENT o DL OR DR GRATE T" ADJUSTING RIINGS APPROVED STEPS PER NOTE Nn/00T PLATE 4026A m MN /DOT STANDARD SURMOUNTABLE CURD AND GUTTER PLATE 4180J MANHOLE TO BE CONSTRUCTED TO BE FORMED ono A owe TYPE TOP OF CURB INIMUM 2. MAXIMUM 4, OF PRECAST CONCRETE SECTIONS c CURB AT CATCH BASIN CASTING ROy1 = i 2" THICK ADJUSTING RINGS MIN. CLASS N REINFORCEMENT UNE 'R m COVER SLAB e VARIES '' L -" 4" :��'. Mn/DOT 4022A E / 1 I 1 / �• 4" MIN. B L STEPS AS PER MN/DOT _PRECAST SEGMENTS AS REQUIRED PRECAST OR STANDARD PLATE 4180) IN 1 FOOT MULTIPLES CAST IN PLACE �R— `Q I Ilt - � 10 SURMOUNTABLE CURB 10' YNJ. TRANSITI ,� �' -- I I AND GLITT I e• 1 T OP aRe I W z- 11 _ S SEAL PIPE WITH GROUT 4 , Ntez..�� 1 1 'Pb1'M. — ia�IRRRgKi�eAn•- ___ 1 C o � \ ® SION J0147 ` EXPANSION JOINT > GROUT INVERT >,� EXPAN affinifiagralENCEEME DESIGN GUTTER 2 Y N0. 4 REBARS ON EA04 SIDE ' _, g NNE GRADE OF CASING To FEET LONG N LENGTH POURED OR PRECAST TIRMERNIEWILI m CONCRETE MANHOLE BASE PLATE 704 6618 CURB & F GROUT I e616 CURB LINE SHALL BE CATCH ` CURB GUTTER TC BAS MA TCH TO ING unER - �I Y i UNIFORM SLOPE BETWEEN Eal BASE -T— RASE 6 - 12 H DEEP / 1 \ VARIES T PIPE INVERTS B' - 12 11 TO 20 H DEEP 17 1/2' 2' oI VARLET 10' - OVER 20 11 DEEP } 10 1 / J SLAB —TOP MANHOLE T 10' TAPER 1 1 1v TAPER I STANDARD STORM MANHOLE MINIMUM COVER FLOW UNE — TO TOP OF PIPE = 2 FEET (STORM SEWER) CURB TRANSITION AT CATCH BASIN NO SCALE NO SCALE A NOT TO SCALE 8 DATE RELRSgN l n , n.tly allh Ind Bi Pb,,. g4exbaeen, .T� ®! ,. ..4 p „ - t/ . - ,d„ 00 *alt L CITY Or AND STORM SEWER DETAILS "" !uM Mwm.4 FProf* ,my,. X10.13 '� Hakanson Anderson Assoc., Inc. " 7 m N bon N Ode a HannnMa ma __WI_ Ave.. rs and LLand SSurveyors LLA 3601 Thurston A Anoka, -427- zo 10 55303 763 - $ ®t 763-427-5860 FAx 763 - R.5516 27 +` pry* DON MAW Tlr NO 2,11114 JAG Yrn,.hOkaE,Twn- OndNTron.eom 7r GRBA q R R CITY OF OTSEGO, MINNESOTA S"EETS PROJECT N0. r0 I E ON , 'O ^ r0' E k ii Z :raid BOLTS 11 - 1 000 E. HEX OOARE 1 OUR 0000055 r.A' Ar r .1 -- 7" O a 11. -- IUSE 26r." L :�' ��1'fr : I.''. A//:- `< 'I%:7 R •• • •xr xa f. f; .�r RL I mu: OMOC MAWR • • AIRS S ARN AM ARS RAN ARS ARS 0 ./ ..'' .. 4.% Mx VON T ATED x'000 POSTS NGRLON1At LB[ I..-- N . 2 ORME UMBER —.d • • I 00 ® 1 • • DESIGN B I, / ..- ELEVATION END VIEW ' • MOS PPNOTTEA BRDRRI • NOTES: ' i / AIL `\` .11.``►i / • • QLONITOOAL Ann mu AWKDO m Irl 1 1 • MGM PAY4RM OR BASE. / /� \ \ ` .\. \� // . • 1111111111111111111 1 MIRMINIIIMI1 SEE STANOAI PLAMS 11LIAML FOR ANT • ' / / \ \ ` BVN04T/N1. • • • ® AOPE 7t,'• PER ran Nam.. um:3i 011112t ROPE IS PERIOTTW, 1:C CUTTER Pow MAY 86 iLT00. TOTALLY CLOSED ROADWAY TOTAU.Y CLOSED ROADWAY • TIM POW= NO TUNS PERMITTED TIC FOLLY BAMICA C1 BEAM IR • T AIII'AEES o 01 • ' u1.T 310 000 4 IX011 =UDC AND RFA STRROO. WINO SHEETNG -® CNROI5 6 0O 2 TO. THE IDARO AO. 2. O DESIGN 01 i / / i / \ \ \ `. PRIG. TO DIS IKO M 001 x. [[��S��j��f1 [��`�'yf�y'j__ ICI 1��1 PRIOR TO NSTALL MC PRE 00 21 C sxC[TNO. 1 �_ m Ga•/ m �L"ir m � . / / / / II "1 - R !IMPLIED O NLY 1 MALL NE AC EN • i l l 1N�1 1011LCTC COATNO OF WE 7000 PRIMER PANT ► / / / / / A M ONA ST A SECOND COAT OF 7107E EXTERIOR CO S ITITM ONLY TO t SICCING. CING. MOT ©00 $ a COMES NTN TNYLECTIYE SICETNG. 011L »» 0■*.� [ I[ ..7 E- ?7L ill: ll �l[T�rst■ .IL27 C'}:.I['.�L --It I If E_•' eR .way • Aft �` ` ALLY TI[ OIMKME BOARDS SMALL BE COMPLETELY EIESG. .1 ' BL L00 C_._I[ Ilitii .11 11 *LI1C .J+- 7ExIL. 1L..:JE:'_If PABIIIO AND AErLECM 1110 SCUM APPLIED � LS * .c.1[ .DEL lI JC.__..ilI.JTL.:-.1L_IL_IEL7L 1E �11P.J•C _.1C fE:.*l TOT 0.080 ROADWAY TOTALLY CLOSED ROADWAY �� 00 PoSn El2I1♦I» fL0[r_I[...71IFML.._7L 1111 .11[ .IL?7u1Ln41>LdT1 JIL00[ .1L II1;17 LOT 1OIN NLT ma ANN pI1 Q KTCNMTE MATERIALS FOR POSTS MAT OE WED 11/4 a ll EILI �t.'7C.::L1C.T_'_zIIEC�LT 7.1[Y.• L " _.7 L,..a . m - oL '2.11r. • niaJL IE.:7 BY TIC arm OF TRAFFIC F. CONCRETE CURB AND GUTTFR 5 BE5100 1 AM DEMO V „PAWL PERMANENT BARRICADE _ wTwC d' DATE REVKION I h.I.Hr .ARMY IRO RR Non. ywOIRRon. R MDR " P,,,,,, au�:1 Via,,, . , r Y or STREET AND STORM SEWER DET " xLB Ha A n d erson Assoc., A Inc. �b N NR Nab .1 1Nnnuele. TAR Civil Engineer. and Land Surveyors / { 6 M _ ® „' 5801 63-427 -5 660 FAX 7 63 –427 -0520 Minnesota 33303 '•�� m } 7 –a27 880 FAX 7–l2J – 1RE1, r.L wRw.hokanaon– anaonon.eom ON CITY OF OTSEGO MINNESOTA SZc * s �� — DO/R X % /Xx/ L1e No AAO PROJECT NO 1.0' D RIPRAP Z GRANULAR FILTER BLANKET m SEC. B —B FILTER COVER B , , SNARE 4 // SNARE BAG iI 6 P OLYETHEIE EN FRAM / / STD. AL 3 . 10 a 0. 2' 0 � ��' .. .BASE OF FRAME 0 0 A �d5 ::II �P-R A SHAPED k SIZED TO L 1 ��, 111 -OA FR INLET TOP _ INLET § IIe •abl 1 r , • WITH GRATE IIIIL 2' r ,�, 0 �/ TYPE FF (MONO -MONO FABRIC) e � \ , � \9 BAG NULLED WITH 1.5' CLEAN 2' ••eartog z </ 'SEWER ROCK" %Ile 40 .16 IM. 0, ... SIDE VIE* 4 __tit USE EOM D 0 FOR NM Mai (SEE 510. PL. 3110 P06 EOM'. D) TYPICAL CONSTRUCTION SEQUENCE m FOR SILT -SAVER FRAME & FILTER I� RIPRAP I [ 1.0 0 1. EXCAVATE APPROXIMATELY 4' TO r BELOW THE TOP OF -;; THE INLET STRUCTURE. AN GRANULAR IS %R�APPEDD �*80 NE MOD FILTER BLANKET ® 2. PLACE THE FRAME E THE INLET STRUCTURE, 2^ X 4" AND STAPLED SFC A A ENSURING PROPER R SEATING F TO ST NG OF FRAME TO STRUCTURE. STAPLED. CTURE . G 1 MM. 86. RE SIZE SHALL BE 3. SLIDE THE FILTER OVER THE FRAME. 8" GREATER ALL � � . SIDES Of THE INLET COVER. COVER. ' � .. � C FOR PIPES GREATER THAN OR EOUAL TO 48' USE 2.0' 4. FILL THE FILTER POCKETS WITH SOIL, �57 GRAVEL OR MST ODOR UNDER ` ` • EOUNALENT. THE FILTER POCKETS SHOULD BE COMPLETELY ) THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND FABRIC, SPEC. 3601 FOR THE GRANULAR FILTER AND INLET STRUCTURE. 00 Tao Yx P E TIDNIE0 BLANKET UNLESS OTHERWISE SPECIFIED M THE r PLANS. THE FABRIC SHOULD COVER THE AREA 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY Q OF THE RIPRAP AND EXTEND UNDER THE CULVERT NOT REOUIRED 70 COMPLETE INSTALLATION; HOWEVER, APRON 3 FEET. BACK FILLING MAY BE NECESSARY TO COMPLETE 1 ALL CEOIEX516 USED FOR INLET PROTECTION SHALL BE EXCAVATION REQUIREMENTS FOR Tiff SITE. MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886 I( QUANTMES AS PER MnDOT STANDARD PLATE FOR MACHINE SINGED. SILT AVER No SCALE RIP —RAP AT R .P. OUTLET DROP INLET PROTECTION 141 96141E MIN. 2 1/2' HARD SURFACE Illpl ABOVE GROUND OPTION PUBLIC ROAD �IIII AS APPROVED TIE CITY GINE�ER. ,nIIII 50' MINIMUM 111111111111 6' EAR FILL - ,.,.,....'s • •�•�, . , / uNI''{n�YnNy1 SLOW EARTN 1 II Illil „„,, ■ ■ � ' T T , � I I I M . ' FENCE IIIIII 8� MINIMUM ...„,.. ........ ;ldniga �; 'N'�'�'�'� ' � ' � ' � ' � '`'`' MATERIAL :• .�T.IAr� r APRON ,,`''`,`'`'` 12' DEEP PENETRATION 5' POSTS - 8' MAX. ON CENTER 1 WASHED ROCK MINIMUM 2' PENETRATION § MINIMUM 2 STAKES PER BALE REF. MnDOT 3886 STRAW /HAY BALE ROCK CONSTRUCTION ENTRANCE BARRIER PLACEMENT SILT FENCE y NO SCALE NO SCALE No SCALE " €r, DATE REVISION! TRTTNN 44/41, ma 1W 0.... R i LIMA! SHEET 1 «.P4/ y ,n4 m 4/144/ w 4X.4 a m a II CITY J EROSION DETAILS 5 8 7 m ,�,,.,,,„,,, ma_Naa ,,,, LLB H a k anson Anderson Assoc., Inc. 1 1 .i 1I IIr. a Hn« .w. INN ' � Mil Engineer* and Land Stem... n $ LKA ,,, 3801 Thurston 860 FAX Anoka, 76 Illnemato CITY OF OTSEGO. MINNESOTA 27 20 55303 i , ®m 63 - en F- d 3 e 427c ON �/`J%MJ DON k. ND. 26385 JAG 4141« ON iTffi TBQAi a��RB nRMD SHEETS PROJECT NO. \ -i-,______-__ -_---‘,, 2LiILI//Il� I _ 1 / / , , L ./77, ____. . , ......______ . /..... L _ ../ \\ ,._ ,..,.. . — A / ,/,' , — . 0 FUTURE 15 RCP 1 F — — STORM SEWER - / 1 a� / (ILii5o0 l 10CIII RPRAP — 1 FUTUBNG _ • (BY O7NER5) AND 15" PLUG .� / / TWO 1 1 II- — — •4 _ — ! I COMM �® / © ®� 11 1� F "`b ® 11 / I CBMN 2 _ — _i STMN 3 ® P / d sB ��, / p 0 i p �1 YI '� t / 0 0.50% 8' RCP "(V , F&I 3211 1 AND 1 i 0 8^ WG FUTURE 18 RCP STORM SEWER ro (BY OTHERS) m a m w „'0 g^ LOV u e LOW SCNL M FFEI m g N 'N 9 R > c „ PROPOSED FUTURE < > J' EXISTING F1 PROFILE PROFILE (BY OTHERS) of > 'E' - " PROPOSED rt PROFILE 865 _ 2 � 865 860 -- - - - - — - - - -- — —I -- 860 i 0 12611 24^ RCP 0 0.40x' 0 30^ RCP 0 O 30" RCP a 0.50x / 855 139 0 11 . — 16Ti 24" RCP O 0.50% — 99Lf sox 855 .. — 3211 30" —� RCP 0.50%. 850 /� R9Y $S a 1:3 °.h 850 r�oo n 21 f1.14i 1:: °; e, rio 4 ,E, RR nno' + ° +o li R R i < 8. 845 < : 7 P � I X "Flt m ° i vi Ii Wei; 845 I C > z wn FE?? waFbF u�iF N — r 840 840 i 835 835 s q x a A 9 ;0 1 1 DATE REVISION I hanky NM MY Nan. ®o w.w.a . 69 «.r. ,N. "%T 0 Kw 1 r"..01.1.1 CITY or STREET AND STORM SEWE P LAN s " " it ,,,,, ,;" JAG Hakanson Anderson Assoc., I n c . s ~ ~ 91. ~ N�w.l.. re 3801 Thun/�on An an M a okaMinn4 SR 6a ssos � OUANTRELLE AVENUE m B °4 . ®� Id . 16s 0W0.h. Bfio FAX 7/3 6s 0R.0. 520 27 b xX /x %/ Lie. No. 26383 KLB rww.halalsen- una.rwn.ean Fd6AT R p p0„1p CITY OF OTSEGO. MINNESOTA spec 07375 *s Da FUTURE SIDEWALK I ( ' r I 1 1 I I I I V I \ `. �- BY OTHERS (T'P) 1 i 1 • I �\ \ 1 I I I 1 I 1 I I I i I I I I I I I I 11 LL.L1J_1_L.L �. _I 1 T I1 \\ \� LL1i I 1 1 I I I i I I I I I 1 • i sJ _- - -_= CNN -J __I__ 1J -1 -L 11J - \ _ .� _ <t - - �. «- — -- « + may Iwo - - r 4 � — = s+aP 1 - +— - �— FRI 331E 15 1 _ - _ - _ �. _ ._ - - _" _ _ -. - ^ 1- - T �I T 7 �- ....! MIN RCP O0 _ __ - , -- MK 7 .I = Fe1128LF 1 ' T _ f ' - I — r "" g ( I I 1 I I STA 11 +02.45 n.. RCP • 0. ( 1 1 1 1 1 1 RIM =882.19 1 1 >- T — 1 r T r I f T I 1 1 I I I 11 1 1 1 1 I 1 I _ __ STORM SEWER 1 RCP 171E 15' 1 1 I 1 I I I I I I I I 1 I I I I I INV(W) =857.35 RCP O 0.50% 1 \ \ Fkl 6211 24" RCP 2 • (BY OTHERS) AND 15' PLUG I I I I I I I 1 I I I I i I I I 11 - ST 1:64.39 \ 0.10X - __ F6:1 5010 18" FUTURE RCP \ RIM=: 82.29 F6:1 501.F 15" - _ _ RCP 0 0.65X STORM SEWER - - z INV(E - 858.94 v RCP 0 0.50% , ' - -_ I AND 18' PLUG (BY OTHERS) - - -I r - - INV( =859.04 " AND 15 PLUG (BY _ I. �.._. --- ----- - ----- 1 - L _ - ( \ _ D / 1 F FUTURE RCP STORM SEWER (BY OTHERS) -- 0 A ' 1 SCNE N FEET 50' VC HIGH POINT ELEV=863.65 50 50' VC HIGH POINT ELEV =863.45 LOW POINT ELEV=862.67 HIGH POINT STA :12 +90 LOW POINT ELEV =882'74 HIGH POINT STA 15 +74.3 POINT STA 11+03.57 PVI STA 12 +90 LOW POINT STA14+84.33 PVI STA 15 +80 870 PW STA 11 +00 n PVI ELEV =883.72 „ ,. T c AA LT LE V4�6 2 :W $ e . ......... Tn..m.. PV, EL EV= 4 0 n n on + .. m ....A:D: _g. -1:20 - ° <n, e » p 4.0. EV =82 ,• 87 A.D.= 1.40 K =41.67 +: n 1.4 n i n oi + o 1. 6 35.71 i o PROPOSED E PROFILE 3 ° K ' 34.89 v Z r o K= 25.23 865 m ; 0. di Li / / / // /- EXISTING PROFILE > > 865 _ I _ -, . e _- - - -- I - _ - 0 : % - 607 - 860 860 ------- - -- — — 1791E 21" RCP 00.10% 0 1801015'RCPO 0.40% 855 = 855 .850 n. «..$ ±n —1 � < =pnn 850 +.7. 2nr^n+2 of •eo n ° oll�'!L ;grille. . •� s _ ° o il N ° + 1 845 CS � `_ giSlt 845 <3_�_ E, te a f 840 - 840 ( 11 2 13 14 15 16 .E DATE REVISION I Mq NdW Th•I j PNrr• pr M lwMNr. �� ' ' s neer it MEIN _ ,l 8. 4 i ' 1 ",, ° j= N •r• • � ' • I ®! 1117 Hakanson Anderson Assoc., Inc. clrr a STREET AND STORM SEWER PLAN t 0 7.7 g a the State of ...Om SIR CNN Thurston Ave and Land Survapn pAA 3801 Thuro eery Anoka. d Samson' 58305 QUANTRELLE AVENUE m 763-427 5860 FAX 763 - 427 -0520 CITY OF OTSEGO, MINNESOTA SHEETS 27 oak Lk. Na. 2 8383 KLB .Nakanwn- onhnon.wm GSSAT 07375 ( 1 � \1\ \ \ / RtIPao.1% S 1 t i I I \\ _j v 1 1 \ i Vk C / , AND 24" PLUG (6Y OTHERS) I 1 ( t 1 1 1 1 j- _1 —I —L�- \` �� \\ \ \. `! / i I t 1 1 1 1 1 1 1 1 _3 1 r _- __---_ U RE SIDEWALK _` \ 'w \ / I 1 1 1 — -� J » y> — - 1 't -- -._ 1 1 BY OTHERS (TYP) / • \ \ \� t I L � -- ' s t 1 1 11 \ � / � >. \ \ ` \ \ l .._ � — — — ._ — _ / >, + 1 / ` 1 ; i \ / / \ 1 11+6 0 - - / -" _ 1� '' 1 1 \ S AWCUT 2611 BITUMINOUS ~ � ,' — - -t-- ) \ \ \ ` t \ ST SEWER FRB 281.F 24" T I ' I �tl 1 !" L l \ t RCPa0.40x RCP I I I I I ► \ 1 \ \ - \ \ \ \ t \ t (BY OTHERS) \ I I I I I I L AND '!I" FLUp \ \ . „i F \ b a , I I I I I I, I I I I I I I I / \ ,,-� \ k-1 \ } \ � - U \ \ \ \ \ \ \ CNN Ii i END CONSTRUCTION 16.68 oUANTRELLE AVENUE U V A V A V A RIM 68 0.28 STA. 19 +31 � A \ V A A V A A p TIE INTO BITUMINOUS �q ® INV(N)s:855.81 4 + \ H \ \ \ \ \ \ \,r 1i \ INV(5)�656.01 ^ rT 6 ' \ \ \ \ \ \ \ ® '� \ \ , STORM SEWER \ \ \f / ' � ' ' B T OTHERS 1,s r \ ' N 1�1 20 0 20 40 y I SGIE N fEEI 60' VC R 870 LOW POINT ELEV= 860.73 1 8]Q 12 ,T, .... IOW POINT'STA 18 +16.89 „ ..'t + - PVI 5TA 18 +15 + M CLLV= 860.48 o e _ o A.D. 865 PROPOSED f PROFILE w 2.52 K 31.76 > n + n 7IXISTING PROFILE ... 865 r. .. 1b EE a. 860 T -- - - -�._ — _. ..."....— .r- - - - - -- 860 855 'I 855 SR 850 I .. 850 + $ u."JR i 845 u 'III ... k s $ 840 840 ^3 B t; .17 ,m .m ri 6 REVISION 1 _ 18 19 20 _ ^ DATE 1 NN b1 aNWr Awl lkk n• ®e SHEET N.,N.l a m• > w ry m, NM And , WY a STREET AND STORM SE PLAN A- 1 .w P,,* '" , � , ® LAC 111 HOkOnSOn Ander Assoc Inc 11 27 N In 91060 M I9wwsb, r! MU Enpl Anderson er fond Surveyors 11=1.1. I pAA 3801 Thurston Asa. Anoko, M1nnosato 55303 OTSEGO OUANTRELLE AVENUE m 763 - 27 -5880 FAX 783 - 427 -0520 A CITY OF OTSEGO. MINNESOTA SHEETS S . 00% Lie. No. 2 8583 KW .hokNnsen- onAsnon.eom ON 1� RLV61t ROAD 07375 • • 0111111M • --,---■-----------'------' ---------- --,...... , : '- ' 1 :-, -- --, ______--- i ,/'------- c - - - fi- - - -- 7 ---- ---, - Zs':. • -ss -s___ EXISTING DETENTION POND --'•'-'-'-'•--,---;'-'''•<', . , ___________...--- • IMVL=857.56 .....•,,..'ff.::,_.,,,,,.,,,...„ NVIL.552.60 ••-,1=:: . , • ..,. „ . __________....-- • ., I • --,---------- 4 I ": EXISTING DETENTION POND . 82L----777.-------- ----____ '`'.• ..-•----------- • ' HWL=1357.56 .. .. i NWL=852.60 '• i , /2.• ---------"''''',----,•-:.'„ --,..,,,,,,,,... _..........---,— _ . ./-'-'-----7.7 .. • .—...---,F •-•- *ed' • . • • . ' ' ,•,'',:'''''''.:'..- • . •. , . . , • 4 "--it--..,,,_ . NO .. ----..„ -... -.. ...,-,..rrl ' IL:: I FUTURE TRAIL :1• .,_ e-1 ‘ \ \ \ ' ••--„,,,,, •••• C 's...."- ..„..,..,, ' . 111 , r-- ■ ACCESS CONNECTK1N ef--) I II ri - 7 - 77,F 7 1-,,-„....e.c . C11 - •, 1 „ ■ ' i -- 4 , , r - - ■ " FliiiidE 1 Titoith t i ', ■ ` ' ' ' , , , \ ', ', ', \:`,1 , ,: BEGIN BITUMINOUS BIKE TRAIL CONSTRUCTION . - . . STA 101+02.21 •• ■ ', ', ‘ n n ' 1.J. _ TIE INTO EXIST BMUMINOUS BIKE TRAIL . •• i:___ : - - 4 : : 7 ,. ., FUTURE BUILDING I i ...- -21 FUTURE BUILDING 0 7--- i (FIT OTHERS) r - -••-■ . • , l__ , - I MY OTHERS) . , . . , • i i i / ... F --I - 7 . , . e ,.. - - , ''' -• I , FUTURE BUILDING • ' ,,,,,.. __, - / ,...-: .. , . , L__ (BY OTHERS) , • ------- __ ---- ,o .... .. • i , i I . ------- --_ -_-... . , -'-...../ t ...... .. . . , . •, . . \ I ' i ;......-_- — 7-- _cii.-.7 C_-;_,,, , 1, ‘ ‘, ■ '.. ---- .. . .. , C, 870 . . • • , • . . . . , . . . , f • - '1 ! , ! ■ , • . . , . , . . - , , , : , , ! , • , , . ' . , , • , : . , • , i , • • • . . . . . , ' .. ' : , , . , . • • . . ' : : .••• • • , , • ,• , , . . • . :: • : .•' ..' ," . ., • • • . .• • •• • • ' ' 8 7 0 865 . . . . . • • • : . • . . . • : : ; . . : : . . • • • ; : . • • • : : : : • : . . . . . . : . • . . • . : • . , . : • . • : . . : . . : : : • : , . . . • • • , . . . . : . • : . . , • . . : • , . . . • • . : • : , . . . : • . • , . . : ,• . : . • . • • • • • . . • . • : • i : EXISTING i 865 PROFME , . . • . • . , • : : . . • . ' : . . : .• • , : . : : : • : . ----------- , . • ,• : . • , . - . , • ,• . . • i - — --i-- --- i- -- — -- -- ---1-- _.:._____________: : : . • .. . . . : • . • , • : 860 -------, ,—_-_____:_____:: - t : . . : .• . : • • . : . • • : . . , ; 860 855 • • : • . • : . : : • : : : . : . : • • . : • • . ; . . . . • . ..;,.... : : i i • ; ; • • „• • . : • : , : . : • . . . . . . : . .••• . . , : : : • • • : . : . . • : . . . . : • : : : : : : : : : : : . . • • : . . . . . : 85 5 . : • : . : : : • • • • • : • : . : : : . • . : • • . . . • • : • : • • ; • . : • : : : : : : : „ , • . . . , • . .• • : ,• i ,• . : , . . . • . L• , , . • . • • • . : . • , .• . . . • . . • . . .• .• : • . • . . , • . : . , • • i , .• 850 850 • : . , : , .• : • : • . . . . • • • .• • , . . • • . • • : ' • • . • . : . : • . .:• : . : : . : , : : : • . . • . : . • , • . : : . . . • . : . : : , • . . . . . . • . . : . : . : . • : . . , 845. 845 . , • • . • • • . . : . • . : ,•: , • . • . . : • : : . . . : . : • : • • : . • ; . . . : : , . • . . i • : . : • • : : . • . : • : : : • • . . : . •• . : . . • . . . : • . . • • . • • : • : . . : : • . : . • : : . • : . . . .• • • . r : . : . : : . , : . , • : . • • . . . , • : • • . . : • : . , : : . , • . • . . . • : : • • -- 840 840 : : : • . : , . . : . . • . 4 . . : • : „..6 31 -:: 4: 4: 2 4 4: 4; .- 4: •ni ,: 4: 4: q _a , -, ...J t .t: q .? t . . . : . : a ii i 5 si I 5 il' . . . : • . • : • . . . • : . . : • • 1 0 0 : _.) 01 , 106 107 , 10Z., _ : 103 : 104 ' : 105 • • : 108 • 109 : • 11) 111 1 12 1 1 3 SIKET l i DATE REVISION I now 5:70 01 . 017 ,. . ;. .. 4L0.1 MO 0 oirszeo Or BITUMINOUS BIKE TRAIL 1 2 1 a m • do5. 1.1550001 Prefesslenal 01 Sr 5* of 10050500. 1 1; kno JAG Hakonson Anderson Assoc., Inc. and Land Surveyors C13 i, II n " Ft .. il 3601 Thur:trAee., Anoka, Minnesota 55303 QUANTRELLE AVENUE g ' 763-427-5560 FAX 763-427-0520 CITY OF OTSEGO 27 MINNESOTA SHEETS wow.hakonson-andersonoom -...‘... 111*G1111 07375 —;. --\\ ) ,I! ' s lii EXISTING DETENTION POND _`` _,......./- _�_-�_�_ _ XWL= 857.58 c NWL= 852.80 - - 1 .- .. .: ��' °0 ... v END BITUMINOUS ...�� __ _ ' BIKE TRAIL CONSTRUCTION STA 124+80.25 - -�� TIE INTO EXIST BITUMINOUS .._ ° I % `.�- BIKE TRAIL L IA n Q - H -1-F 1 : '✓ / „ l l ' r -J i r i `, \ I , , l { t "r FUTURE TRAIL r � ACCESS CONNECTION ' 1 1l 1 NE \ \ ci :::, _� *�, (BY OTHERS) ;-: `�` ``` t .. i ` 1 MURE BNG ' , ' - t 1 7 .1 - i i ` I , `� - v... I 111 i ,I, `I1 „ 4 r r iiiiii s - r rrrr, __ 67Q.....1...... • • a7o • 865 ..... l IB 865 L TR1G PROCICE . • ' - -_, r .860 .. ' . ...... 860- • 855 855 • 1 ..BSQ 850 • • • ¢ .... .. 845 s . • • ... :...._..... 840 • t s a' a. a z! a s s: s a s s it s $ • • �.,.d ,� a .,. « «.. d. w '"°"'"' . ®N arr a BITUMINOUS BIKE TRAIL SHEET ,,,�, ,, or my a JAG H a k onson Anderson Assoc., Inc. 1 3 m In. M. s/ 1/m...l.. ` �c IM EEngineers wW land Surveyors y B � ® ' 3801 C +83 4z7 SB50 FAX 7Ss i2 Minnesota 20 �3 '�I OUANTRELLE AVENUE m 27 f D°1° /XX 1m N° 78383 KLB .w°.hd °n.en- nnd.n°n.ean 1� c1uAT WAD CITY OF OTSEGO, MINNESOTA 07375 o 0 0 0 0 0 2 tt co co co 03 CO CO .- ... .- 1,...* .., 15 E 1 2 l , 1p 1 1 '229.(N)ANI 90 X 222.(S)ANI O. 0 z 0 1 LO Z92=1'1121 111 ,2 2 '2 Z FOY 7C 8 Ot 6+01 VlS .. .... .." Z ' ..1 .. \\\ ; \ SS .i... \ N ; 1 1 ' 1 I I '. 1 3 > z 0 4 Tc 1 8 ta w ce vs La t o- 1 = 0 41, I 04 L ,, lt, IV - ...... Ihk., 1 1 0 1 \ \ j) , li..\.:.\\.z.-.41 _ - c; .7, i \ / ■ ■ ' r.:. 2z I t t•\ --------o - t z 1 I / ooss ta i 1 • la 1:e I I i tt i I ■ , I Iv , to I I / I I ,... \ \ I I 1 T '- $ -, 1 \ -,,.. ',.. i I ; 1 , i E - \\ ' ' — 1g g I d I . \ s i EE ' '.4E \\ ' 4 I • C 1 1 .i ( ,,=/ .. I 12 111 ............' ..„, ,, •-..,„‹ ‘\< .. = -,7D .2 : 2 ik , i \ ‘ —.- `7i , , \ , 1 tzg: , ,v,,,„.-- 1 ‘ ..., i 1 . R .---' , 1 = i —"--) \ I P J 1 .... _ 1 4. igi 11 1 1 .1.io2 1 1 1 1 r 4 I 4 ...., ..._. v_. _ I , r , 1 r - 1 - - r -- 1 1 r T - — in — r: r - 1 1 tri 1 ,,...d .11111111; Jim, 1 1111111 11111:, 1 :!litil 1 i i,• ,„ 1 11 1 I I ■ I I 1 .=, /1 ' 1 ' , 1 I I I I I 1 ■ I I I f I /LI 1 I I - la 1 ' . _ I I ■ J _ I ‘1_ . j _ I , I , I - \ , \ - ------ -- -4 111 - _ - - \ , \ _ _ \ a co° coo 0 '0 . - co co co 01 c . I _ \./ _ — 4 — . -- ■ ■ _ _i-- I I ,-- ) , . v ) I FUTURE r pvc \ '-- --- ---', \ __. _J 11 N SEWER (BY OTHERW- 1 SA i 1 1 z 1 1 \ ..\\:\\\\\,‘, (-.._ ___I_ ---, / / 1 / 4LVAGE EXIST HYDRANT ‘. _.-- ' / • I• 11+25.23, 7.2 RT \ 1' CONNECT TO EXIST.I2" DIP , F&I lesIes6" TEE. / \ I ■ 17LF 6' DIP, 6" GATE . ' / VALVE AND BOX, AND \ '1 F&I 32LF 6" PVC I , „ • 1 1 1 HY,DRANT . \‘‘, • . I ,_ , , 1 1 , I 1 I 1 : : I , , ' I 1 I , , 1 1 I I ( / 1 1\1 I 1 PVC UGLP; - . :_..2............,60 2 I i ■ 1, 6 L.-- - - --,' - ° -- • -6 . - __.---' -- ' ' 11+0 ..- _ ' 40. Air IWO _____ - I-- - ---- - -. - ------ !dt >T•-•-•......... _ ,-.--,---e----,- - a IMINDINEXIST MN • .. - - ,., ------ F 1 701s • ,- ----- - ail "".•••■••••,, ..._ . F&I 20,1LF 12" ______ . - - - -- ----/--_,--_______ - - - • ... 10+90.23 _ -- - - -- - _ 10+76.20, 13.8 RT -" NAM I: F&I 12 TEE. / 1 1 • ' , 1 i 1 , , . • 231.F 8' DIP AND e , AND 8 F&I 36LF 6" PVC 1, r ,------ _ 1 I E - ' f T - 1 . r - r - , i - I GATE VALVE AND • 0.50X f I I, . ■ ,1 1 1 I BOX. AND 6 DIP PVC PL \ 1 1 1 UG I '/ ,IIIIIIII ( PLUG / II 11111 I I \ , , / EXIST 12' DIP WM F&I 12"/ 22.5' BEND 12+52.29 N ,„.0 --- --) I . 1 ■ • I 12+41.91. 11.13 RT F&I 33LF 6' PVC 11 I- -- I •./— EXIST II" PVC SAN SEWER l 1 F&I 12 TEE. 0 0.505 MD 6' .. _ PVC PLUG / 19LF 6" DIP. AND 6" I 7 -- _ GATE VALVE AND _ .- ' I BOX, AND 6" DIPt r I , PLUG 14+04.12. 10 RT F&I 12"s12"x6" TEE. 291.76" DIP. 6' ---..".‘'--- GATE VALVE A110 BOX. REINSTALL SALVAGED HYDRANT . 4 :: SCALZ 870 870 Existr___L_NG i pRonit hk_____ J -OPOSED PR c PROFILE 865 865 IA _ A _ — _ _ __ ___,— _,.., . 860 I .-- _I_ _____ ____ _ 860 0 Nil 0_ . 0 855 855 12 DIP CL 5 WATERMA1N / -..—/ - —. 1841F r PVC • 0.50X _, I .850 1 : r, 2346.78 PVC • 0.50X 850 r : r.1;1141 g ; 1 r.r. .41! 14+22.39, 11F ITT CONNECT TO EXIST 6 0 g:4 7. ,: g 4Ste. 845 ! 845 4 ,S , , i il Vaill. 12%6' TEE. FIELD - VERIFY ELEVATION , :e ., Al. Ai PRIOR TO 'CONSTRUCTION /■iii ../12 I ....n + - g -g 840 ; '1 1Pliatt t - ' 11 12 13 14 15 16 ii DATE REVISION I Inn* 7 Pr OW .31:0..p.addeolkon. ,,,L..1 MDR oersza Or SANITARY SEV/ER AND WATERMAIN PLAN R5 on • duly LIG* Prefeasional 11; low el 14. 666*. el ..,a..x. 01,11nnaudes MR." • Hakonson Anderson Assoc., Inc. CWII Engineers and Land Surveyors 1 5 .1, RAA 3601 Thurston Ave., Anoka, Minnesota 55303 OUANTRELLE AVENUE 85 13 763-427-5860 FAX 763-427-0520 ' 27 Dot. A. GIME sww.hokonson-onderson.com Il ROAD CITY OF OTSEGO. MINNESOTA SHEETS ,, ......., — - - .1 . .1e. No. ANIL- MX 01'375 1--E . 1 co co c o zo 2 DI : 0., :#: r .,-. 0 8 • *, , . . , , -_,* ',,.., ',L* GI t • • ' • •:', •,•*...., g L., f,, -,„ 4 us Z I % 4=3 • ----- .----- 1 8 ,._ cc la r „,\ ,;- ',e=e;''„ 1 -1,_I___:t,:,,,,,...„-.,-.- -,------- ,e;----' VI o 1.1. _ ,/..4-' ------ 'I ..-7-- I >- 8 ° I % U 1 - "‘: , ,l/ / ' / / ' i-/'•<; I .■ I // f■ ls1 1 )'\‘‘ \ ji x..7 4 -- -) , N I I ,, / i :, __.,,,-, 1 _____..„ I ,. / 4, ,/ / _ Li i Ili-Hy r f j i 1 ■ . I ".1- - - 1 \ 1 1 I 4 - ■ 1 i / 1 I g . 2 '',•■ 1 ' 4 li 1: ‘ 1 1 1 Hi ----- / - 1 ... 1 .... gill§ f-- - 1 - / I r . ro . - -*c . IL . ! 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CI - L., M 0 , — -- —1 .■,,, / ‘\•\ / \ / I / i ti :XI I 'fl / • - - , g.:,.., 51 ,3 , ., t geleAg 11. Li \ ,' ‘, ,.,.......„. 1) .o N / ..... , .- ' [... ,... .,... c■ i 0 0 Si ' 0 \ .;` ', ' , % • Z1 ' .. ,Z;■-„,„ , SII-1 4•1 ilti f .4( ys ,,.., , .... 1 y \ ,, .., . .. , s \ ....": ( gibi - sgis€ \ ai.21 \ ,,, i / , 234 . , , \ - — J 0 — 4/ — i t; = .1„.• --,\ \ A - ' \ ', \ ' \ \ \ \ \ \,,,,:e' ,F. \ \ \ -- * i — „.i .,..,_ ..t.-• \ \ \ ' \ ' -'' ---, tic :-- . • P ,........„ ‘,. ''' --., ) ..; \ 1 \ ' - A \ \ ' '1 A OEM / ■ --' '-' . \ q • .R.I.; _. . / — • - ) e V2, , - -i to' \ j. - ,.. „ „„ -i , i , ... „. ' --.. i 11 , . ; , 1 1 '\,_\\ „,„ \ s \ , .\-,--', \ \ '„ \ . i ‘ ‘„ 's \ \ „ s ‘ - \ •, \ , ,,,..-- m N glIg ili • v 2 ( t.i. t . g 1 I • , , ›,.,,- I I . / 7,:h 1 ..:„1,.. At112 o V) ? -- ID co In o in 1. co co to 00 00 00 bow-raSea-CalOVNASICIO \ VNEVNI,SioroN‘.... ...v.-.,N, i , — . - I FUTURE BUILDING V a fllfURE BUIEMNG e (BY OAIERSj r (BY OTNERS) 1 / `I r I / _ i � ' z / -- - u / - — e� < - -: ... �. 16X4 S % - -" FtI 12" 22.5 BEND.. Fed 12" BUTTERFLY ,, � -if _ 10140D R VALVE v / - 1 FM 258L; 1 -- n� — T, � i I �qF ,O r t •� 1os+� y / c �_ ( 'moo o+r 4 Ro { i / _ 100 +22.00 ,,, 1 \ 1\ ,\ `l\i 1 f tl 12 x12 "z8" T \\ - — -- -- - irre 12`x12 "x6" TEE.t..1 -1 tiR \. 1\1\1U.1.:3',1`611\ Is.` _ 4181 6" DM. 6" --'-- °'' � Ftl 12" 22.5' BEND / I :GATE VALVE AND 10080.26 fi° °y`?_._. __. XE F UTURE PVC SAN SEWS ( OTHERS) itl 12 "x12 "x6 - - -- -- / 4 - _ BOX, AND HYDRANT I TEE_ ISLE 6" DIP. I 102+98.77 {. —. ° J ,, 103495.79 • _ . _. — --- .T 6 G ATE VALVE .._. _ _. -..... FEE 125�26.ew I - ftl 1T "z12 z8 / I .._ — ...._ AND BOX. AND 6" TEE. 1511•• 8 DIP1. = , M\Ft45END ND 8 _ DIP PLUG { _.. -. - - _ P 20 0 20 40 \ L — — I ,„_„ _ \\ , FEET 870 870 /EXISTING q PROFILE 865 865 860 860 855 12 DIP CL 52 A T' ^”1'• 855 .850 850 . F I 845 845 k c 3 .840 840 s Y 100 1E1 102 103 104 105 DATE REVISION ,, r N t a o m ,„ rte» • °°• CITY OF SANITARY SEWER AND WATERMAIN P LAN SHEET , « ..*0. N „ ,AG � Hakanson Anders 6 s w wzw.wz _ 3601 T - 5 86 An on k Mi 427-05 Assoc.., , Inc. 55303 OUANTRELLE AVENUE m a r[ 9118■ 763 427-sego FAX 760 - 427 -0520 CITY OF OTSEGO. MINNESOTA R 4� i KLB .Mk9ns9n- anGrwn.eom OIL MB GRG il s 07375 4— — f =, 1 ',- -- FUIUREBUILDING t , (By *Thos) i — — - FUTURE BUILDING '' (BY OTHERS) L , — , FRI 12: .. BUTTERFLY f ) CNAEVE AND 6 OX 11CH77.56 :- ' ' ' • \ \ , _.----- ' % ( TO PLUG TO EAST / "* \ 1 _ ‘, / I . •-• _ -) ' - -- - 1 - - / - /' ---1 - - 1 _._ ■ , ‘ \ ■ \ ‘ .,\ * 1, ....`'' '-'.. i I I 1 - - - 1 - -- - - - 2 1 - - 106+51.43 1 0 105+13.92 ' I FRI irolrol3" r Fa-11-2 CROSS. I _ _ L _ _r 6 C . ROSZ DIP. _ J 110+76.21 WITH 1511 6' DP. --■111‘.-4._ r GATE VALVE AND r'D E MS GATE G G TEE. 15LF r DIP. BOX. AND 6 DIP 6" GATE VALVE 1 40: + 1 5 24 . 12x6" 6" GATE VALVE VALVE. CONNECT TO AND BOX. AND 6" TEE. L E 051 MID BOX. AND 6" IP ; 0 ,, 0 . To r,n oo DIP PLUG 29LF 6" DIP. GATE AND BOX. AND 6' REINPLU36,:s6WALL. DIP. ,. SALVAGED AsED AND HYDRA EXISFT8,1112-2. VALVE AND BOX, VALVE TO WEST DIP PLUG NT WEST HYDRANT AND GATE VALVE ADINPPUTTEmExRFLY— 8 870 870 865 r EXISTING t PROFILE 865 / 860 — — — 860 5 855 855 .850 / 850 110..76.21 r 845 CONNECT TO EXIST 845 E i 12" DIP. FIELD VERIFY ELEVATION PRIOR TO CONSTRUCTION 8 840 840 ! 4 105 106 . 1t7 8, 106 109 110 SANITARY SEWER AND WATERWAIN PLAN 17 , ..... 0.110 401 06 oTen. ....An 4 ,...... , JAG ooi EG0 Cil 27 DATE REVISION 1 - 7...".7.. Tr—IL : M ._.,___ Hakonson Anderson Assoc., Inc. CIA Engine«, end Land Survzors OUANTRELLE AVENUE 7 RAA a ill 5401T -47i; FAX ;61- IIIB CatrIWN11 CITY OF OTSEGO, MINNESOTA SHEETS 01'375 1 .1, ii n ▪ n ter CO In .n' N 00 03 CO CO 00 CO CO c i o SS'9^.t N6 C0001 C F 1 ,S6'1f 135110 O ��4 _ O 56'16 +f WI 0/11111110 w 0 0 ' F .... — fI'{9t (M 4M f00 Z Z u ... .. . _ , .orbit (u 441 .a* - 8.\\11.........., F# I 7. Lt'tt9 (3 419 W 3� I N 00 Ne p ,11'09 134410 9Th( 1 r LAI 9 % 1 9 NNLS 0 v ; $ s LO 1 MU 6/1911 MI t -i n9 '101 -1 • 50 •33S AO t 3N 3H1 !0 F MN 3H1 10 3Nn •3 Z4 ' 'H'tl'S'0 In IZ A la 0 . .. — 2 33 a nq 3 u =i (a C - -1-44 1 [SM ' LI r • -- t - ;1 u •ew Nn ci � •0„ r— — - J 1 'T j �.SOre uulo �eq.a o SS E i , :4 g /� �# V , d Maw •19n3 Q9 `cv u x . C . biK 30f u C r 1 c lig ;I gligl • • roo _i�' yy cW J � bi Ili' �e l I N L.!Aela 4 1 I Sate H . -1 1 H 0 - i 1 \ l i g ill f,, Sabi 03AS _r=C� p 1 06+5 53*9 0 _ 1 i R T -- —' — w u 1 R� $� € ni e1 g o A r �o 1 ._. h L 1 ME 134110 m [ 8 e. I i I ' $ [[N I a L O O In O N O ^ N 40 10 00 0 CO 00 m C 00 .i.- <MC loo M CONNECT TO EXISTING 8 "WATERMAIN. FIELD VERIFY LOCATION. INVERT. MATERIAL. ELEVATION AND SLOPE. A 1 - 1 I` F e 18 ALVE E . - ---1• €z _ 1 n 4 - :. SA HYDRANT 1 I p . AND WAGE VALVE �� E r y o „N CONNECT TO EXISING i T I u.,, 1 ��/ �- 8 SEWER: FIELD VERIFY LOCATION, ; li� _. I ' N I� INVERT. MATERIAL f f — f 1 ELEVATION AND SLOPE. Ii y �� I MN /5 / L (o _ I . CONCRETE SIDEWALK BY OTHERS •, . .. O r a II I ~ ``\ I All ' r > I , • > NH /s - > . ' MN k A I T- I i U —'—' — • — F7F1 p•• GATE VALVE tl B .... BENDS AANC-,110X � i, 1 11 1 REINSTALL SALVAGED ••• TO % � -% • T ,r "4 , Ai - , ,--- - E , . A •••••' HYDRANT AND VALVE - — - - t C \ rl Fad 8" GATE 'AIM � 1 4 AND BOX TREE TRIMMING 1 SILT FENCE I E%ISTINGI • 1 SHED I I �. N 20 0 20 .0 e'ur M RR � EXISTNG q PROFILE PROPOSED E PROFILE ... s 965 965 -T.S' IRIL LOVER P a P-E 52 WATERMAN 960 TOsslnF -e' GL 960 I 855 855 850 850 p g -R" P VC • SAO% T PLUS ENS IMEF -e" PVC a 0.40% STW ZS= 11' SANITARY 845 1Tei - PVC • MC% . 845 ..11.5.62 „ gXN .... ; l in 1 $ Np SII; 840 3 R w=€E R ° " R-3a 840 . 835 835 5 i "IS i i i i `a i i j 3 4 5 DATE REVISION 1 > r.6Y w.M(Y th P'an. M�10M4e. Roe SHEET w+w.a a m. > .rw . a.+ +. " .a 1 rr GP SANRARY SEWER AND WATERM .W, P NesNH X� � H G O I Mt Anderson La A ss o c s Inc. nc 21 'i -� - .i e. Nr. w Ie.�.1n re CWR F,Iyl1 Lana Surveyors d Xxizxi ® s � l s T -seso FAX Anoka, BS- 4zisos2o �� 88TH STREET N.E. m 27 4�, De. t�k. No 2 6 .LAG +ww.h0k0naon- endarran.000 7'� GBBA CITY OF OTSEGO MINNESOTA SHEETS 1 1 ,I - ® LL Fa1 e Fat Fat I "X6" TEE 6 " %e" 8 "x6" TEE F 6 I w F a I 6_ nATF / 6" LATE 6" GATE VALVE 6 "x8 TEE .. 61' TEE F a I VAL VALVE / 11 LF -6 "DIP 6" GATE 6" GATE 2oLF -6" PW 8 - x 6 " TEE 10LF 8' DIP 10LF -6" HYDRANT VALVE VALVE SANITARY 6" GATE VALVE 6" CRP PLUG 6" DIP PL , 10LF -6" DI . s I STUB 11LF -6 "DIP SERVICE STUB SERVICES B 6" DIP PL e mr 1,10 5 2+fµ 20 6" PVC SERVICE eD SERVICE STUB S =6 4 I, , I __ - F a W=88 .0 2 55y00U1F-6" PVC \ - R B • 1lir 6' , BENDS t.,9EwER \ \ \ ))) S 2 +25 STU �a S 1111 STUB I —I I I —I STUB 5 =658.3 1111 S f+ Tl I I I ........,...,,_.._, MH /2 1-----4 NH #3 _ r......„,„ P' — s o+ s —1 -1 � Wmp62.0 g + 10' ..1111 w =862.0 10' „, . 1 ___ --) 1 ,, , 1 i . —' - � .— ' —. —. — . —' — 11- 11— '— '— ..— .— .— .— .— .— . —.. —' 11_11_. ��,— .— . —. — — "— .— .— . • "— .— ' —. —•- _ _ F a I 8" % 6" REDUCER AND HYDRANT NOTE: SILT FENCE STATIONING OF SANITARY SEWER WYES ARE INDICATED WITH AN "5” IN FRONT OF THE STATIONING. THE STATIONING IS MEASURED FROM THE NEAREST DOWNSTREAM MANHOLE. ZO O P SCNE M 1001 � EXISTING f PROFILE PROPOSED FUTURE PROFILE (BT OTHERS) 870 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11. -1111.— -- . ..... ._ 870 865 - S' E6 IL omi 865 fTOP 06 aPE 860 620 F -R" a 52 It&D �""' 1111 � 1111 . uW -6" Pve • 0.40% 855 855 F I B50 850 1 845 '"g .7D. 845 - $8 $l6 8x„ 5 '11 $-C 840 2il 'Ili hw 840 4 i 6 i i E i 1 E 1 1 t [ i 31 a , V� , DATE REVISION 1 Fw116y w16Y NA Mal. .p11WImM4 ®OR SHEET pnpen° a ^' ° ' ^� d"" "° 018 Hakanson Anderson Assoc., Inc. an OF SANITARY SEWER AND WATERMAIN dwr u11.a.e 61NwaIplaw � Hk Ad A s I 22 a x. Sob 0 0.001. s. Milk Civil Enginoor8 Rod Land Surveyors 8 3601 Thurston Minnesota 2 -, 5680 FAX T63 -427 a 2o © 27 1 3 — DaN�S 1 NR 263BS ALI rw�.naRason- aw.non.com ON y� O GUS CITY OF O SEGO. MINNESOTA SHEETS RR0.Irrr Nn. (10375 J (if - - - - -- -4- - -\. \ z I I I 1 �,� I , Y ) 1 A 6 -- 11 I N P A - _ - -- ° 1 t 'I ( w :1.4- , . 9 il : 1 Q NI :. ' ' ' . s - -. . il 1..> -: - .. w— w. I� 1 1 O 31 .... 1t I A \\\\\\\ \ \\\ \ \\\\\ \ \ \ " " " \\ I . 4 1 20 0 20 SG,LE 0 FEET PERMANENT TRAFFIC CONTROL PAVEMENT MARKINGS SIGN PAVEMENT LINE UNE COWOSITroN SIGN SIGN SYMBOL N0. ;INCHES) MES COLOR REMARKS ESTIMATED L M GE G LINE TYPE (INCHES) � REMARKS ® R6 -1R 36 "X1 2" ONE WAY BLACK ON MINE 2 O CENTER UNE 4" DOUBLE SOUD 4" SEPARATK)N ® R1 -I 30 "X30" "STOP" WHITE ON RED 1 YELLOW BETWEEN UNES olip TYPE 0 BARRICADE 60"X48" RED ON PERMANANT POSTS 2 WHITE 0 D3 48 "X9" PARRISH 5T NE WHITE ON 1 42 "X9" 88TH STREET GREEN Y I wow sr NE I i STREET NAME SIGN 0 NOTES: 1 1 9 . 1. AU. STREET SIGNS SHALL USE 6" SERIES "0" LETTERING AND NUMBERING 1 4 a 2. MOUNTING BRACKETS SHALL BE (-450 FOURWAY BRACKET OR EQUAL Z 3. BUNTING POST SHALL BE 2.5" O.D. BY 10' GALVANIZED TUBE. I"' POST5 SHALL BE IMBEDDED IN A 12 "0 BY 24" DEEP CONCRETE FOOTING p 4. SIGN PLATES SHALL BE SINGLE FACED CONSTRUCTED OF 0.080 AWMINUM. 3 SIGN 1 DETAIL ENGINEER GRADE REFLECTIVE SHEETING. UNLESS OTHERWISE NOTED. E. NO arm 5. SIGNS SHALL BE PAID AS "SIGN PANELS TYPE C. i DATE REVISION 1 , .6W1511 Nu. N.....m0..11 Isle - SHEET g .+ e. .. �.+.., .A .N v w "N 1 wrY a SI GNAGE AND ST RIPING PL ., Nom,.,, . '"Ia K � IVII Hakanson A n d erson A ssoc., I nc. 23 p :NV" SIN M m.w lle Civil EnginNrs ontl Loral Sun4yonl /� F _ OM 36017T6s- aE*Nenz7 -sAe6o 88TH STREET N.E. FAX763- 427 -0320 �3 orb — T r m 27 i -D a t a ' P LM. No. 2s36s .NAG men.eem YB DR64 MIR ROA SHEETS CI OF OTSEGO MINNESOTA www.lwkenson- e,W 14+00 5400 ROW I I — J eya 064 I -- O � - - - -- 0 I 1.50 11 +00 ` -40 -m 0 20 40 ROW ROW O 64 eya eeo 13 +50 1160 ROW ReW e x I e Ie levy ./F-7-' - — -- - — — --- - eya - -m O 20 40 I J e 016 t J ISO vo -40 -20 O 0 20 40 10+50 SOW 664 _ 13 +00 KW ROW 4--Th . 006 _ _/7--- e-- 1164 r 004 054 S e55 555 . ee0 -40 -20 0 20 40 S S -40 -20 0 20 40 10 +00 ROW ROW 12 +50 Mw ` MOW n_ eys 1 esa ` \ : ===== • .- _ . - em ,x B 080 ISO of SS ■ 1166 - 554 -00 -m 0 20 00 -SO -40 -20 0 20 40 60 9 +50 12 +00 Raw MOW _ ROW ROW 1 na r . eea eya 1164 ISO ' I R eW NO c .. - NO _w m $ S 20 40 -ao -m 0 m w 0 9 +00 11 +50 8 so See ROW ROW q _ eea 1154 504 eaa -47 11110 - 11110 3 000 2 A , 560 R 4 23 S �$ 555 ( -40 -m 0 20 40 WA -40 -m 0 m 40 a C D ATE REVISION 0 `®� MOM Hakanson Anderson Assoc., Inc. °^y °, C ROSS SECTIONS SHEET GO eI �� ®M _ 7635 42 7-586 ana tans san.yon QUANTRELLE AVENUE m 27 TeW , 550 Thur aw.. lnokc. Yin naeta 65303 0 61°44144 � 763-427-5860 FAX 763 -427 -0520 CITY OF OTSEGO, MINNESOTA SHEET .hokansen- andm m on.co ON 7R O RLI RIVER PAO NW OT375 16 +25 19 +00 ROW ROW e64 ROM - ROM 1 354 — 1 ' .1.- I ' 1 s- 680 '� �i' �-- — am eeo I e g S NO i . e S -40 -20 0 20 40 -40 - 0 20 40 18+50 16+00 864 ROM � I ROW 80 ROM RCM e64 544 NO — tL�" AIN 560 R °: am 836 g g 000 o g -40 -m 0 20 40 -40 -m 0 20 40 18 +00 15+50 654 ROM ROY, ee4 RWM mw e14 864 SSG - - —° 860 SW I o _ - - -- — aeD ass $ a sea -40 m o m 40 -40 -m 0 m 40 17+50 15 +00 ea ROM ROM 854 ROM /—'�� - — 1 584 - se4 DSO ./- _�� — .— as a as .ea 560 I — I s 41 I 1 em eS -w -20 0 20 40 40 -m M o m 40 17 +00 14+50 ROM ROM ROM ROM p,, NW — :------ gig NO vs $ S 856 -40 -m 0 20 a -40 -m 0 20 40 14 +25 16 +50 g ROM ROM ROM ROM a ea4 614 841 sea ee0 " M q 27- ee0 0 41.17--, _ Ig 9 e40 W -m o � O 2D 40 -40 -m 0 m 40 11 DATE REVISION `l ®` G Hakanson Anderson Assoc., Inc. an a CROSS SECTIONS z5' • ' g `��'A1 �t _ —� cm Engineers and Lana Surveyors QUANTRELLE AVENUE Sg �`" gM II1 3601 Thurston Ass.. Aneko, Minnesota 55303 oersic O m 763 - 427 -5660 FAX 763 - 427 -0620 iY P� °RRicie MMhakanee 27 CITY n- ondarsen.cam T� WBA qv R 8 666 Y OF OTSEGO, MINNESOTA SMUTS 02375 N i ' o ,,t N Q r W 0 N N Z z W 0 W _ h Q 2. U o W W U N J W NK O H C Q O U C U C/ C 3o N � 2 � 2 Q vi 0 3 on eihr € ii. o6E N 0 Y in O 2 .r • . . , . . . - , -, , , , I s I s 1 s 1 1 1 I I 3 ! 1 1 I t I y I I i J I $ ! -2 I I 2 I I 1 1 ,l 14 1 o 1 o in 00 + , 1 MIN e + ,r. e + pPin e I N I 111911 Of CUB W r�N 1 1 T I S r 1 'n lwrn . R 1 d $ 0 1 Z'ZN 1 N I I I 1 1 I i z i 9 i $ i 'F i i ;" i rc c a wn- ucw\wAuvo\wcowl\so naki0rr. 4+00 an " 8 M sn — - -- --- --- - - H , 6N In IN n % 884 I ° 868 -40 -20 0 20 40 3+50 mw 872 872 : T0 : 0 3 +00 e�z 878 072 6N 868 SR 866 866 -40 -20 0 2+50 872 8{M' 872 868 - - -- W 7 86! 864 -AO -20 0 20 2+00 872 ROW 872 868 S P ON i 1 7 - A 8N li 06. -40 -20 0 8 1 +67.07 11 872 R88� 872 "s 886 - — 8N 8 8N 8N 6 k -40 -20 o • c DATE REVISION N.H. S HEET �� l a I I1 Hakanson Anderson Assoc., Inc. � � CROSS SECTION 27 im e cws En6I.6n6 and a Surveyors FRIENDSHIP ADDITION Cil 6 o• 3801 7863 -427- -5660 FAX 763 - 627 -00520 � 27 ?II w.�,�m„_�, >� o� g CITY OF OTSEGO, MINNESOTA SHEETS 07375 RESOLUTION NO. 2007- 37 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Quantrelle Ave Improvements and 88 Street Improvements. 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 June 6, 2007, a copy of which is attached hereto 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 the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on July 3, 2007, 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 percent of the amount of such bid. Adopted by the council this 11 day of June, 2007. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk ot375ResAccepPlansOrdAds ITEM 11_1 RESOLUTION NO. 2007 -32 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING THE PERMANENT INTERFUND ACCOUNTING TRANSFER WHEREAS, the following accounting transfers have been made on December 31, 2006 to properly reflect the financing of various projects and related activities of the City, and WHEREAS, the accounting transfers require the approval of the City Council by a resolution and to properly document this financing and approval, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA THAT THE FOLLOWING ACCOUNTING TRANSFERS BE APPROVED: 1. $244,941 is hereby transferred from the 2006 SE Capital Improvements Fund to reimburse the Highway 101 Capital Projects Fund to reimburse for the 2004 land acquisition costs. Motion for adoption of the resolution by , seconded by at the City Council meeting of June 11, 2007. CITY OF OTSEGO Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk 1P_ Ri PRICING AND CLASSIFICATION SERVICE CENTER JUN i 2007 I I ' i LJ UNITED STATES B y POSTAL SERVICE June 8, 2007 Gary A. Groen City of Ostego, Minnesota 8899 Nashua Avenue, NE Ostego, MN 55330 -7387 Dear Mr. Groen: This is in reference to the Application to Mail at the Nonprofit Standard Mail rates of postage filed on behalf of the City of Ostego, Minnesota as a nonprofit philanthropic organization. DMM 703.1.4.1 lists examples of organizations that are ineligible for the Nonprofit Standard Mail rates even though they may be organized on a nonprofit basis. This section further states: "...In general, state, county, or municipal govemment organizations are not eligible for the nonprofit standard rates; however, a separate and distinct state, county, or municipal government organization which meets the criteria for any one of the specific categories in section 703.1.2 may be eligible, notwithstanding its governmental status." For example, school districts and public libraries may be eligible under DMM 703.1.2.4 (educational). Nevertheless, governmental organizations are normally not eligible under DMM 703.1.2.6 (philanthropic), since their income is generally not derived primarily from voluntary contributions or donations. Because it is a government organization, we must conclude that City of Ostego, Minnesota is not eligible to mail at Nonprofit Standard Mail Rates as a philanthropic organization, nor does it qualify under any other category. Therefore, the application is denied. This denial does not prohibit you from mailing at the regular Standard Mail rates of postage. If you disagree with the determination, you may appeal within 15 days of the receipt of this letter. Your appeal should include information and evidence to support that your organization is eligible to mail at the Nonprofit Standard Mail rates. If you choose to appeal, the information should be directed to this office to the attention of John Look. After additional consideration, we will forward it to the Manager, Mailing Standards, USPS Headquarters, for a final determination. The pertinent mailing standards referenced above are available on Postal Explorer at http: / /pe.usps.com. Sincerely, Edmund J. onski Manager Certified — RRR cc: Manager, Business Mail Entry Minneapolis, MN 55401 -9651 Mailing Standards PCSC:NP:JXL:864400 PO Box 3623 NEW YORK, NY 10008 -3623 TEL 212 - 330 -5350 FAX: 212 - 330 -5330 www.USPS.COM CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA 2007 -38 A RESOLUTION INCLUDING CITY COMMISSIONS IN THE CITY'S WORKERS COMPENSATION INSURANCE WHEREAS, City appointed Commissioners occasionally do work for the City during which they could be injured. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF OTSEGO that all City appointed commissioners be included in the City of Otsego's Worker's Compensation insurance as long as they are serving on a City Commission. ADOPTED by the Otsego City Council on June 11, 2007. CITY OF OTESGO li fir' ar, •rFourni er, Mayor ATTEST: i dson, City Clerk t (o/c\ 4 r ) June7, 2007 Andrew J. MacAuthur Attorney for the City of Otsego RE: 62th Street Dear Mr. MacArthur, The agreement you proposed in your May 22, 2007 draft to us is totally unacceptable to us. As we have stated in our letter to you and the City council on May 27, 2007 we outlined 4 options. These options are on page 2 that are plain to see and understand. The City of Otsego and your quest to dominate all aspects of this agreement is just another way in which you and the city of Otsego have tried to intimidate and harass my parents and myself. We respectfully decline any more meetings with you. As it is just more wasted taxpayer's money to perform nothing. You and the City have proven to be untrustworthy in keeping any agreement that has been adopted from the beginning. In 1998 the City of Otsego adopted a permanent easement for roadway purposes from Bland owners along what is 62 street. Along with an easement for a 16.5 ft snow storage area. This 16.5 ft snow storage area was never adopted to be a roadway or to have a road migrate into it. In your draft agreement the city and you have again underhandedly tried to force the Zachman's to think that there is some sort of expanded roadway that was out along 62 street and to "Seal the Deal " in a very short time line. Mr.MacArthur, we gave you and the city 4 options in our last letter. We feel that these are options that will take care of all the concerns in attempting to resolve this issue for both parties without any legal underhandedness. We will entertain a proposal that is fair and beneficial to both parties. Thank you, Zachman Trust ITEM 13_1 MEMO Date: June 11, 2007 To: City Council and City Staff From: Karee RE: Otsego Clean Up Month Once again it was a very successful month for clean up. We handed out 466 vouchers and 324 vouchers were actually used. The amount came to $9,436.31, although I am checking a couple of things which we might have been overcharged. A few of the residents made comments about the clean up, which I would like to share with you. "This was the best idea the city came up with having a whole month." "It should be advertised better, I didn't even know about it until I saw my neighbor and he told me, but then it was too late." "Could you extend the hours to the landfill, you know some people work and can't get to things like you can." "Could we have one in the Spring and one in the Fall." And the last one. "Could you send a voucher to my neighbor because they really need to clean their yard." The positive out weighs the negative and we will leave it as that. Thank you to everyone who helped out this year; it takes team work to move smoothly. Looking forward to Otsego Clean Up 2008. I INVOICE ATTACHMENT WASTE MANAGEMENT BURNSVILLE LANDFILL DATE: 06/1/2007 *INVOICE NUMBER ATTACHMENT: 23954 *ACCOUNT NUMBER: 706 -245 CITY OF OTSEGO * SUMMARY OF CREDITS 8899 NASHUA AVE NE OTSEGO, MN 55330 Total 6 -1-07 Invoice Total $9,436.31 CDT CREDIT ($369.04) MSWT CREDIT ($1,869.58) 17% TAX CREDIT ($317.83) Total Current Charges $6,879.86 Rec'd Acct Code ± -_' Approved Date Page 1