The URL can be used to link to this page

05-09-05 CC ITEM 5 - CLAIMS LIST CITY COUNCIL MEETING MAY 09, 2005 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 04 -28 -2005 $ 776,141.83 05 -04 -2005 $ 514,942.21 PAYROLL 04 -27 -2005 $ 28,464.06 GRAND TOTAL $ 1,319,548.10 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 05/04/05 2:03 PM Page 1 *Check Summary Register® • MAY 2005 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AARON STRITESKY $62.77 PIZZA - EASTER DAY UnPaid AFFORDABLE SANITATION $622.50 MARCH - RENTALS UnPaid ALDEN POOL & MUNICIPAL SUP $234.26 LAB SUPPLIES - WEST WWTP UnPaid AUTOMATIC SYSTEMS CO $740.40 LIFT 3/WELL 5 UnPaid BEAR ALARMS $74.55 REPLACE 2 BATTERIES UnPaid BERLIN TIRE CENTER, INC $25.92 STREET SWEEPER TIRE UnPaid BOISE CASCADE OFFICE PROD $258.46 BINDERS /BLDG DEPT UnPaid BRAUN INTERTEC $200.25 EAST WWTP PHASE 3 UnPaid CAROL OLSON $832.00 4/11 - 4/21 64 HRS UnPaid CHARTER COMMUNICATIONS $100.01 MONTHLY FEE UnPaid CITY OF MONTICELLO $4,945.75 FIRE PROTECTION 2ND QTR UnPaid CITY OF ROGERS $8,468.46 2005 FIRE CONTRACT UnPaid COURI MACARTHUR LAW OFFIC $31,324.76 GENERAL UnPaid DJ'S TOTAL HOME CENTER $76.63 OFFICE SUPPLIES UnPaid DNR WATERS $75.00 WATER SUPPLY PERMIT UnPaid EARL F ANDERSON INC $13,122.29 ZIMMER FARMS STREET SIGNS UnPaid ECM PUBLISHERS INC $1,989.94 DRINKING WATER REPORT UnPaid FINKEN'S WATER CARE $79.79 CITY HALL UnPaid FLOYD TOTAL SECURITY $161.28 WEST WWTP LOCK UnPaid FORTIS BENEFITS INSURANCE $175.50 PW - MAY UnPaid GLENS TRUCK CENTER INC $176.73 SWEEPER UnPaid GME CONSULTANT,. INC. $10,026.00 MACIVER AVE PROJECT JnPaid GODFATHER'S PIZZA $241.81 PIZZAS FOR MEETINGS UnPaid H & L MESABI $405.12 GRADER BLADES 88 GRADER UnPaid HAKANSON ANDERSON ASSOC $168,824.13 BEGIN PROP SURVEY UnPaid ICMA RETIREMENT TRUST $537.31 PPE 4/23 CK DTD 4/27/05 UnPaid JERRY OLSON $2,240.00 4/11 - 4/21/05 64 HRS UnPaid LEAGUE OF MN CITIES $160.28 2005 DIRECTORY UnPaid LONG & SONS $745.50 MONTHLY CLEANING UnPaid MAMA $18.00 APRIL 21 LUNSHEON UnPaid MARTIN BENEFIT ADMINISTRAT $52.00 MONTHLY FEE UnPaid METRO GENERAL SERVICES IN $1,665.00 MAIN BREAK REPAIR - 8283 PARELL UnPaid MINNEGASCO $355.07 PUMP HOUSE 3 UnPaid MINNESOTA COPY SYSTEMS $495.23 STAPLES FOR COPIER UnPaid MINNESOTA LIFE $160.40 PW - MAY UnPaid NAPA OF ELK RIVER INC $92.27 WASHERS UnPaid NORTHERN TOOL & EQUIPMEN $76.66 NOZZELS UnPaid PUBLIC EMPLOYEES RETIREME $2,544.57 PPE 4/23 CK DTD 4/27/05 UnPaid RANDY'S SANITATION $148.04 8899 NASHUA UnPaid RUFFRIDGE JOHNSON EQUIPM $517.91 SMALL TOOLS /EQUIPMENT UnPaid SCHLUENDER CONSTRUCTION $8,437.00 SLUDGE HAULING • UnPaid SUPERIOR LAWN & SNOW $9,383.25 CITY PROPERTY • UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER UnPaid US BANK $185,846.25 WATER /SEWR 2003B UnPaid US HOME CORPORATION $6,660.00 'REFUND WAC FEES UnPaid WRIGHT COUNTY AUDITOR -TRE $46,476.67 MAY 05 SHERIFF PATROL UnPaid WRIGHT - HENNEPIN CO -OP ELE $4,367.00 MONTHLY FEE - BILLING UnPaid XEROX CORPORATION $507.66 COPIER Total Checks $514,942.21 FILTER: None CITY OF OTSEGO 05/04/05 2:04 PM Page 1 *Check Detail Register© MAY 2005 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AARON STRITESKY E 101- 45250 -440 Recreation Programming $62.77 PIZZA - EASTER DAY Total AARON STRITESKY $62.77 Unpai - M � #APV � AFFORDABLE SANITATION E 101- 45250 -410 Rentals (GENERAL) $622.50 5092 MARCH - RENTALS Total AFFORDABLE SANITATION $622.50 Unpaid ALDEN POOL & MUNICIPAL SUPPLY E 430- 43256 -530 Improvements Other Than Bldgs $234.26 500098 LAB SUPPLIES - WEST WWTP Total ALDEN POOL & MUNICIPAL SUPPLY $234.26 Unpaid AUTOMATIC SYSTEMS CO E 601 -49400 -400 Repairs & Maint Cont (equip) __ $740.40 16702 LIFT 3/WELL 5 Total AUTOMATIC SYSTEMS CO $740.40 Unpaid BEAR ALARMS E 602 - 49450 -430 Miscellaneous (GENERAL) $74.55 2082 REPLACE 2 BATTERIES Total BEAR ALARMS $74.55 E 101-43100-220 Repair /Maint Supply (GENERAL) $25.92 2790029740 STREET SWEEPER TIRE Total BERLIN TIRE CENTER, INC $25.92 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101 -41400 -570 Office Equip and Furnishings $950.54 086174 FILE CABINETS E 101-41400-570 Office Equip and Furnishings ($860.01) 193290 CREDIT FILE CABINETS E 101 -41400 -201 Office Supplies $84.40 386613 ,SUPPLIES E 250 - 42410 -201 Office Supplies $20.39 386613 BINDERS /BLDG DEPT . E 101- 41600 -201 Office Supplies $8.83 573252 3 HOLE PUNCH E 101 - 41400 -201 Office Supplies $54.31 573252 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $258.46 Unpaid BRAUN INTERTEC E 432 - 43256 -302 Engineering Fees $200.25243673 EAST WWTP PHASE 3 Total BRAUN INTERTEC $200.25 Unpaid CAROL OLSON E 101 - 41400 -104 Part -time - Employees Regular $832.00 4/11 - 4/21 64 HRS Total CAROL OLSON $832.00 Unpaid CHARTER COMMUNICATIONS M... w. M., � .. � _,....,. � ..._.., E 101 - 41400 -390 Contracted Services $100.01 MONTHLY FEE Total CHARTER COMMUNICATIONS $100.01 Unpaid bM CITY OF MONTICELLO ��µ M � �� E 213 - 42200 -390 Contracted Services $4,713.75 7890 FIRE PROTECTION 2ND QTR E 101- 42710 -390 Contracted Services $232.007890 ANIMAL CONTROL Total CITY OF MONTICELLO $4,945.75 Inpaid CITY OF ROGERS 212- 42200 -390 Contracted Services $8,468.46 2005 FIRE CONTRACT Total CITY OF ROGERS $8,468.46 Unpaid COURI MACARTHUR LAW OFFICE G 701 -22435 Kittcross 9th $405.00 KITCROS 9 G 701 -22400 EWATERFRONTPUD /AMEND $3,564.00 WATERFRONT EAST CITY OF OTSEGO 05/04/05 2:04 PM Page 2 *Check Detail Register© • MAY 2005 Check Amt Invoice Comment G 701 -22437 OTSEGO CITY CAMPUS $1,758.00 CITY CAMPUS G 701 -22393 REMINGTON COVES $1,363.50 REMINGTON COVE G 701 -22426 FIN PLAT ARBOR CRK 3 $1,363.50 ARBOR CRK 3 G 701 -22419 ZIMMER 4TH $1,053.00 ZIMMER FARMS 4 G 701 -22432 OTSEGO PRESERVE III $715.50 OTSEGO PRES 3 G 701 -22430 KITTREDGE CROSS 8 $648.00 KITCROS 8 G 701 -22440 Mississippi Shores 6th & 7th $4,587.50 MISS SHORE 6/7 G 701 -22429 KITTREDGE CROSS 7 $540.00 KITCROS 7 E 101 -41700 -301 Legal Services $105.00 PEAVEY HOUSE G 701 -22403 BOB CEDERBERG ESTATE $405.00 CEDERBERG G 701 -22431 PLEASANT CRK 4TH $391.50 PLEASCRK 4 G 701 -22400 EWATERFRONTPUD /AMEND $202.50 WF EAST /NATHE G 701 -22402 WATERFRONT 4 HEMPEL $135.00 HEMPLE G 701 -22315 RIVERWOOD NATIONAL $94.50 RIVERWOOD NATIONAL G 701 -22441 Mississippi Shores 8th $67.50 MISS SHORE 8 G 701 -22438 KITTREDGE CROSS 10 $67.50 KITCROSS 10 G 701 -22401 ZIMMERFARMS 3RD $40.50 ZIMMER 2 & 3 G 701 -22445 RIVER PLACE II $27.00 RP 2 G 701 -22415 NORIN'S LANDING $580.50 NORIN LANDING E 101 - 41700 -301 Legal Services $472.50 70TH STREET E 101- 41700 -301 Legal Services $126.00 PARKS E 101- 41700 -301 Legal Services $148.50 BILL CHRISTIAN E 250 - 42420 -301 Legal Services $210.00 HWY 101 E 101 - 41700 -301 Legal Services $231.00 EMPLOYMENT E 101- 41700 -301 Legal Services $84.00 KINCANON APPEAL E 101- 41700 -301 Legal Services $231.00 TIGER LEASE E 101- 41700 -301 Legal Services $241.50 CITESCAPE E 101 - 42420 -301 Legal Services $262.50 ADMIN ENFORCEMENT E 101- 41700 -301 Legal Services $304.50 HOSPITAL DISTRICT E 101- 41700 -301 Legal Services $798.00 NTS - E 406 - 43100 -301 Legal Services $94.50 DRAINAGE PRO 03 E 414 - 43100 -301 Legal Services $52.50 PARELL AVE E 101 - 41700 -301 Legal Services $1,254.50 BEGIN PROPERTY E 101- 41700 -301 Legal Services $3,824.50 GENERAL E 426 - 43100 -301 Legal Services $1,986.76 QUADAY AVE E 432 - 43256 -301 Legal Services $2,499.50 EAST WWTP III E 434 -43100 -301 Legal Services $262.50 85TH ST EXT ASSESSMENTS E 101 - 41700 -301 Legal Services $126.00 FIRE Total COURI MACARTHUR LAW OFFICE $31,324.76 • Unpaid DJ'S TOTAL HOME CENTER E 101- 43100 -393 Street Signs $14.02 618 QUICKRETE MIX E 101- 43100 -210 Operating Supplies (GENERAL) $27.50 688 PAINT FOR PLOWS E 101- 41400 -201 Office Supplies _ $35.11 735 OFFICE SUPPLIES Total DJ'S TOTAL HOME CENTER $76.63 Unpaid ..�.,....�,.....,,,..�„ wA,.,�.,..��. DNR WATERS =.._M.......w,,.....�... .�._._..... <.w...,....�. �.,..,....__,....,, � ._..,.,.�.........,...,M. -...,. ...,_,_..,_.,. E 601 - 49400 -310 Miscellaneous $75.00 200289 WATER SUPPLY PERMIT Total DNR WATERS $75.00 Unpaid � -� EARL F ANDERSON IN R 101 -34301 Street, Sidewalk and Curb Fees $5,041.31 65256 ZIMMER FARMS STREET SIGNS R 101 -34301 Street, Sidewalk and Curb Fees $2,053.68 65257 RIVERWOOD NATIONAL ST SIGNS R 101 -34301 Street, Sidewalk and Curb Fees $6,027.30 65258 RIVERWOOD NATIONAL Total EARL F ANDERSON INC $13,122.29 Unpaid �,...._.,.,,.�.....,�,.,��,�.,. ECM PUBLISHERS INC E 101 - 41400 -350 Print/Binding (GENERAL) $118.80 188521 PUBLIC HEARING CITY OF OTSEGO 05/04/05 2:04 PM Page 3 *Check Detail Register© MAY 2005 Check Amt Invoice Comment E 101- 41400 -350 Print/Binding (GENERAL) $82.50 188522 ORDINANCE E 101 - 43100 -350 Print/Binding (GENERAL) 557.20 188697 PARKS WORKER E 101 -41400 -350 Print/Binding (GENERAL) $283.80 188953 BID AD E 601- 49400 -350 Print/Binding (GENERAL) $594.00 188954 DRINKING WATER REPORT E 101- 43100 -350 Print/Binding (GENERAL) $57.20 189121 PARKS WORKER E 101- 43620 -390 Contracted Services $286.00 189122 CLEAN UP AD E 101- 41400 -347 Newsletter $125.40 189123 VIEW E 101 - 41400 -347 Newsletter _ 5385.04 189384 THE VIEW Total ECM PUBLISHERS INC $1,989.94 Unpaid FINKEN'S WATER CARE E 101 - 43100 -390 Contracted Services 538.62 GARAGE /SHOP E 101- 41940 -390 Contracted Services $41.17 CITY HALL Total FINKEN'S WATER CARE $79.79 Unpaid FLOYD TOTAL SECURITY E 602 - 49450 -430 Miscellaneous (GENERAL) $161.28 739718 WEST WWTP LOCK Total FLOYD TOTAL SECURITY $161.28 Unpaid �� FORTIS BENEFITS INSURANCE CO m � �� ~ �� E 250 - 42410 -130 Employer Paid Ins (GENERAL) $67.50 BLDG - MAY • E 101- 41400 -130 Employer Paid Ins (GENERAL) 554.00 ADMIN - MAY E 101 - 41600 -130 Employer Paid Ins (GENERAL) $13.50 FINANCE - MAY E 101- 43100 -130 Employer Paid Ins (GENERAL) $40.50 PW - MAY Total FORTIS BENEFITS INSURANCE CO $175.50 Unpacr� - � GLENS TRUCK CENTER INC �� E 101 - 43100 -210 Operating Supplies (GENERAL) $88.21 104873X1 SWEEPER E 101 - 43100 -210 Operating Supplies (GENERAL) 581.92 105480 SWEEPER E 101 - 43100 -220 Repair /Maint Supply (GENERAL) __$6.60 105555 2000 IH TRK Total GLENS TRUCK CENTER INC $176.73 Unpaid - -- GME CONSULTANT,. INC. E 427 - 43100 -302 Engineering Fees $10,026.00 21867 MACIVER AVE PROJECT Total GME CONSULTANT,. INC. $10,026.00 E 101 - 41400 -310 Miscellaneous $241.81 PIZZAS FOR MEETINGS Total GODFATHER'S PIZZA $241.81 Unpaid _» H & L MESABI E 101-43100-210 Operating Supplies (GENERAL) __$405.12 65263 GRADER BLADES 88 GRADER Total H & L MESABI $405.12 Unpaid G 701 -22434 Crimson Ponds West $3,134.96 13494 CRIMSON PONDS WEST G 701 -22324 RIVERPOINTE 3 $563.70 13499, RIVER POINTE 3RD G 701 -22356 KITTR CROSS PPRZ $3,652.41 13500 KITTREDGE CROSSING G 701 -22353 PLFRM ORRIN THOMP $82.84 13502 PLEASANT CREEK FARMS G 701 -22380 RIVERPLACE 1ST $2,092.05 13503 RIVER PLACE G 701 -22361 SUN RAY FARMS $286.65 13504 SUNRAY FARMS G 701 -22369 DR H ZIMMER PROP $4,057.23 13505 ZIMMER FARMS G 701 -22368 ROLLING MEADOWS $35.75 13508 ROLLING MEADOWS G 701 -22366 MARTIN FARMS $6,106.84 13510 - MARTIN FARMS G 701 -22377 OTSEGO PRESERVE 51,776.79 13511 OTSEGO PRESERVE G 701 -22328 WATERFRONT EAST $356.91 13514 WATERFRONT EAST G 701 -22384 FOREST HILLS $237.81 13517 FOREST HILLS G 701 -22374 KITTREDGE FINAL $29.21 13518 KITTREDGE CROSSING 2ND, 3RD & CITY OF OTSEGO 05/04/05 2:04 PM Page 4 *Check Detail Register© MAY 2005 . Check Amt Invoice Comment G 701 -22408 Prairie Creek 6th $581.78 13519 PRAIRIE CREEK 6TH G 701 -22393 REMINGTON COVES $1,596.92 13520 REMINGTON COVES G 701 -22387 ARBOR PLACE PPREZONE $71.50 13521 ARBOR PLACE G 701 -22394 DUERR PROP $1,956.53 13522 DUERR CREEK G 701 -22398 PRAIRIE OAKS $107.25 13523 PRAIRIE OAKS G 701 -22396 ARBOR CREEK 2ND $2,591.61 13524 ARBOR CREEK 2ND G 701 -22397 SUNRAY FARMS 2ND $341.61 13525 SUNRAY FARMS 2ND G 701 -22401 ZIMMERFARMS 3RD $188.32 13526 ZIMMER FARMS 3RD G 701 -22406 KITCROSS 5/6 $809.48 13530 KITTREDGE CROSSING 5TH & 6TH E 414- 43100 -302 Engineering Fees $4,068.73 13531 89TH & PARREL ST IMP E 101 - 41560 -302 Engineering Fees $4,289.75 13532 2005 RD MAINT PROJ E 101- 41560 -302 Engineering Fees $78.66 13534 WETLANDS CONSERVATION ACT 1991 G 701 -22370 KC TRUNK UTIL IMP $326.74 13536 KITTREDGE CROSSING TRUNK WATER E 499 -49400 -302 Engineering Fees $160.00 13537 CITY WELL HEAD PROJECT E 601- 49400 -302 Engineering Fees $650.33 13540 OTSEGO WELL #6 E 430 -43256 -302 Engineering Fees $2,158.50 13541 WEST LIFT STATION E3 E 101 - 41560 -302 Engineering Fees $1,304.30 13542 STAFF MEETING E 101- 41560 -302 Engineering Fees $200.00 13543 ALBERTVILLE /OTSEGO ISSUES E 101- 41560 -302 Engineering Fees $2,164.14 13544 ENGINEERS MANUAL G 701 -22429 KITTREDGE CROSS 7 $232.38 13547 KITTREDGE CROSSING 7TH G 701 -22409 PLEASANT CRK 3RD $564.93 13548 PLEASANT CREEK 3RD G 701 -22415 NORIN'S LANDING $176.44 13549 NORIN'S LANDING G 701 -22315 RIVERWOOD NATIONAL $4,178.87 13550 RIVERWOOD NAT'L G 701 -22413 OTSEGO PRESERVE II $2,826.49 13551 OTSEGO PRESERVE 2ND G 701 - 22419 ZIMMER 4TH $529.71 13552 ZIMMER FARMS 4TH G 701 -22426 FIN PLAT ARBOR CRK 3 $1,992.05 13553 ARBOR CREEK 3RD G 701 -22432 OTSEGO PRESERVE III $2,068.17 13554 OTSEGO PRESERVE 3RD E 101- 41560 -302 Engineering Fees $612.15 13555 KOLLES AND MARY DARE LAND G 701 -22431 PLEASANT CRK 4TH $340.89 13565 PLEASANT CREEK 4TH G 701 -22433 ZIMMER FARMS 5 $1,397.41 13566 ZIMMER FARMS 5TH G 701 -22430 KITTREDGE CROSS 8 $478.86 13568 KITTREDGE CROSSING 8TH G 701 -22435 Kittcross 9th $1,438.58 13569 KITTREDGE CROSSING 9TH G 701 -22438 KITTREDGE CROSS 10 $810.89 13570 KITTREDGE CROSSING 10TH E 101- 41560 -302 Engineering Fees $366.04 13572 MISC DEVELOPMENT REVIEWS E 101 - 41560 -302 Engineering Fees $559.25 13575 MUNICIPAL STATE AID ADMIN E 426 - 43100 -302 Engineering Fees $2,110.50 13576 QUADAY /78TH TP CSAH 37 G 701 -22437 OTSEGO CITY CAMPUS $12,444.35 13578 BEGIN PROP SURVEY G 701 -22328 WATERFRONT EAST $79,383.51 13580 OTSEGO WATER FRON EAST UTIL G 701 -22321 RIVERPOINTE 2ND $903.95 13594 RIVER POINTE 2ND E 414 - 43100 -302 Engineering Fees $574.30 13595 COMM FRONTAGE RD IMP G 701 -22436 CRIMSON PONDS NORTH $550.00 13596 CRIMSON PONDS NORTH E 101- 41560 -302 Engineering Fees $1,526.64 13598 CITY MAP E 101- 41400 -348 Maps $4,411.95 13599 GOPHER ONE CALL MAPS • E 250 - 42410 -311 Ping & Eng. - 101Traffic Study $1,222.55 13600 TRUNK HWY 101 E 101- 41560 -302 Engineering Fees __$1,063.97 13601 MISC ENG Total HAKANSON ANDERSON ASSOC INC $168,824.13 Unpaid x��.,_a..v �� ICMA RETIREMENT TRUST �� G 101 -21705 Other Retirement $345.00 PPE 4/23 CK DTD 4/27/05 E 101- 41400 -121 PERA $192.31 PPE 4/23 CK DTD 4/27/05 Total ICMA RETIREMENT TRUST $537.31 Unpaid JERRY OLSON ...e., .... . .... ,,,�....- ,� .._ E 250- 42410 -390 Contracted Services $2,240.00 4/11 - 4/21/05 64 HRS Total JERRY OLSON $2,240.00 Unpaid LEAGUE OF MN CITIES CITY OF OTSEGO 05/04/05 2:04 PM Page 5 *Check Detail Register© MAY 2005 Check Amt Invoice Comment E 101-41400-310 Miscellaneous $160.28 2005 DIRECTORY • Total LEAGUE OF MN CITIES $160.28 Unpaid LONG & SONS E 101-41940-389 Cleaning Services $745.50 05-181 MONTHLY CLEANING Total LONG & SONS $745.50 .om.,e,,,xalas..,.taarammmaa.:,,...trwertaxa,r4rve Unpaid MAMA E 101-41400-360 Education/Training/Conferences $18.00 1198 APRIL 21 LUNSHEON Total MAMA $18.00 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101-41400-390 Contracted Services $52.00 4468 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $52.00 -- Unpaid METRO GENERAL SERVICES INC E 601-49400-220 Repair/Maint Supply (GENERAL) $1,665.00 15396 MAIN BREAK REPAIR - 8283 PAREL Total METRO GENERAL SERVICES INC $1,665.00 Unpaid MINNEGASCO E 101-41950-322 Utilities $14.23 555-00120870 PEAVEY HOUSE E 601-49400-322 Utilities $10.67 555004131300 PUMP HOUSE 3 E 602-49450-322 Utilities $330.17 555004333900 7551 LANCASTER Total MINNEGASCO $355.07 Unpaid MINNESOTA COPY SYSTEMS E 101-41400-201 Office Supplies $174.13 135969 STAPLES FOR COPIER E 101-41400-201 Office Supplies $321.10 136188 TONER KIT FAX MACHINE Total MINNESOTA COPY SYSTEMS $495.23 - Unpaid MINNESOTA LIFE E 101-43100-130 Employer Paid Ins (GENERAL) $105.70 PW - MAY E 101-41400-130 Employer Paid Ins (GENERAL) $22.10 ADMIN - MAY E 101-41600-130 Employer Paid Ins (GENERAL) $4.10 FINANCE - MAY E 250-42410-310 Miscellaneous $28.50 BLDG - MAY Total MINNESOTA LIFE $160.40 Unpaid NAPA OF ELK RIVER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $4.82 137466 WASHERS E 101-43100-210 Operating Supplies (GENERAL) $4.25 139185 BULBS E 101-43100-210 Operating Supplies (GENERAL) $10.64 140170 HAL BULB E 101-43100-240 Small Tools and Minor Equip $14.90 140170 SCREWDRIVER E 250-42410-310 Miscellaneous $13.55 141380 OIL FILTERS BLDG TRKS E 101-43100-220 Repair/Maint Supply (GENERAL) $11.61 142335 HOSE CLAMP E 101-43100-220 Repair/Maint Supply (GENERAL) $32.50 142363 ADAPTER/COUPLERS Total NAPA OF ELK RIVER INC $92.27 Unpaid NORTHERN TOOL & EQUIPMENT CO E 101-43100-240 Small Tools and Minor Equip $42.59 0193071188 SPRAYER E 101-43100-220 Repair/Maint Supply (GENERAL) $34.070193071188 NOZZELS Total NORTHERN TOOL & EQUIPMENT CO $76.66 M■l•••070104.0.•^I. PR, sor rao. on*,Inirma....mmna 5....mar.u.rnre.a.ow...rovagmewevownotox.ev.* ■•■•■ Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 250-42410-121 PERA $475.35 PPE 4/23 CK DTD 4/27/05 E 101-43100-121 PERA $323.79 PPE 4/23 CK DTD 4/27/05 E 101-41400-121 PERA $194.80 PPE 4/23 CK DTD 4/27/05 E 101-41600-121 PERA $139.03 PPE 4/23 CK DTD 4/27/05 E 101-41550-121 PERA $190.79 PPE 4/23 CK DTD 4/27/05 CITY OF OTSEGO 05/04/05 2:04 PM Page 6 *Check Detail Register© MAY 2005 Check Amt Invoice Comment G 101 -21704 PERA $1,220.81 PPE 4/23 CK DTD 4/27/05 Total PUBLIC EMPLOYEES RETIREMENT FD $2,544.57 Unpaid RANDY'S SANITATION E 101- 41940 -325 Garbage Service $86.99 8899 NASHUA E 101 - 43100 -325 Garbage Service $61.05 13474 9TH SHOP Total RANDY'S SANITATION $148.04 Unpaid RUFFRIDGE JOHNSON EQUIPMENT E 101- 43100 -240 Small Tools and Minor Equip _ $517.91 38385 SMALL TOOLS /EQUIPMENT Total RUFFRIDGE JOHNSON EQUIPMENT $517.91 Unpaid SCHLUENDER CONSTRUCTION E 602 -49450 -419 SLUDGE HAULING $8,437.00 11591 SLUDGE HAULING Total SCHLUENDER CONSTRUCTION $8,437.00 Unpaid SUPERIOR LAWN & SNOW E 101 - 45200 -390 Contracted Services $6,573.94 565 MONTHLY PARKS E 601 - 49400 -390 Contracted Services $534.17 565 MONTHLY - WATER • E 602 - 49450 -390 Contracted Services $534.17 565 MONTHLY - SEWER E 101 - 41940 -390 Contracted Services _ $1,740.97 565 CITY PROPERTY Total SUPERIOR LAWN & SNOW $9,383.25 Unpaid TOSHIBA AMERICA INFO SYS INC� »..,..-..... ,,,.�,,....:.,...,,.�...- ..__.. E 101- 41400 -413 Office Equipment Rental $211.83 41928813 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid US BANK E 360 -47000 -602 Bond Interest $185,846.25 33532900 -1 WATER/SEWR 2003B Total US BANK $185,846.25 R 315 -34406 Water Availabilty Charge $6,660.00 REFUND WAC FEES Total US HOME CORPORATION $6,660.00 Unpaid WRIGHT COUNTY AUDITOR- TREASURE E 101 -42100 -390 Contracted Services $46,476.67 05 -5 MAY 05 SHERIFF PATROL Total WRIGHT COUNTY AUDITOR - TREASURE $46,476.67 Unpaid WRIGHT- HENNEPIN CO -OP ELECTRIC E 601 - 49400 -390 Contracted Services $2,183.50 14641 MONTHLY FEE - BILLING E 602 - 49450 -390 Contracted Services $2,183.50 14641 MONTHLY FEE - BILLING Total WRIGHT- HENNEPIN CO -OP ELECTRIC $4,367.00 Unpaid XEROX CORPORATION E 101 - 41400 -413 Office Equipment Rental __$507.66 9541950 COPIER Total XEROX CORPORATION $507.66 10100 BANK OF ELK RIVER $514,942.21 CITY OF OTSEGO 05/04/05 2:04 PM Page 7 *Check Detail Register© MAY 2005 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $103,062.00 212 Rogers Fire District $8,468.46 213 Monticello Fire District $4,713.75 250 BUILDING PERMIT FEES $4,277.84 315 W & S DEBT SERVICE FUND $6,660.00 360 West W & S Debt Service Fund $185,846.25 406 Lefebvre Watershed $94.50 414 Revolving Capital Improvements $4,695.53 426 Quaday & 78th PROJECT $4,097.26 427 MACIVER /70TH ST ACCESS $10,026.00 430 West Trtmnt Plant -Phase 1 $2,392.76 432 East WWTP Phase III $2,699.75 434 85TH STREET EXTENT $262.50 499 WELLHEAD PROTECTION PROJECT $160.00 601 WATER FUND $6,453.07 602 SEWER FUND $11,720.67 701 DEVELOPMENT ESCROWS FUND $159,311.87 $514,942.21 • CITY OF OTSEGO 04/28/05 3:36 PM Page 1 *Check Summary Register© APRIL 2005 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid RANDALL L BEGIN $772,241.83 PURCHASE OF PROPERTY UnPaid SKAAR & MC CULLOUGH _ $3,900.00 BEGIN PROPERTY Total Checks $776,141.83 FILTER: None • CITY OF OTSEGO 04/28/05 3:36 PM Page 1 *Check Detail Register© APRIL 2005 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid RANDALL L BEGIN E 414-43100-510 Land $772,241.83 PURCHASE OF PROPERTY Total RANDALL L BEGIN $772,241.83 Unpaid KAAR & MC cuLLoaH E 414-43100-510 Land $3,900.00 BEGIN PROPERTY Total SKAAR & MC CULLOUGH $3,900.00 10100 BANK OF ELK RIVER $776,141.83 Fund Summary 10100 BANK OF ELK RIVER 414 Revolving Capital Improvements $776,141.83 $776,141.83 ITEMI 5_2 NAC 4 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231,2561 pkannersninacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 3 May 2005 RE: Otsego — Remington Coves; Replat NAC FILE: 176.02 — 04.32 Solid Ground development has submitted an application to replat, or revise the approved final plat of Remington Coves as shown on the attached drawing. The purpose of the replat is to alter almost all of the side and rear lot lines for the approved single family Tots to better accommodate the housing construction plans of the builders involved in the project. The replat does not change the approved number of single family or bayhome dwelling units or the layout of public streets. The City Engineer has reviewed revised construction plans based on the new plat layout for proper location of utility lines and stormwater drainage facilities. A minor addendum to the development contract is required to acknowledge the action of the replat and connect the revised layout with the terms of the original contract. City staff recommends approval of the requested replat of Remington Coves based on the findings attached hereto. Exhibits: A. Lot Line Changes (existing /green vs. proposed /yellow) B. Final Plat C. Findings of Fact c. Mike Robertson, City Administrator Judy Hudson, City Clerk /Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Nick Forchette, SGD I 1 1 II 1 I, i r .� I i v. 10 8 i ; I 9 y ,,.., \ \\ ,�' �, i I .._..,_ \ \) i \ .A. __ \ \,,, \ \ : ra 6 ....... ) . 1 ,,,,,,\\,,,,\ i � \. \\ / ti \ wire 1 \ .1 1 \ 11 1 1 y jl I \ I I` ° r l \ Fri, II �,� I r-� I j 1 I I l i �\) I l 1 1 �, I I 1 I ` JI N rcc._1 _ L ,1 �:l l `/ ) 1 I 1:--) v d I AP 1 -- l_ s W \ ` / A I i f qA \ l` L J !\ l\ it 1 \ Ir Y 1 l., , , // 11 r'_ " "1 I �- ( j ' s :4 it-- 1 1 1 1 f II `i, l r�- -, . I I \ j 1 /t ` \ \(/:, ,l i �� 1, 2 (( 1� 1 , ,/ r ----1, /.: n r_ 1■ 1 ; 1 II i i I i I ) /�\ k . d / ''',41 y .11 n\ \ '%'11 11 /r v I1 �� \1 V i ! w J' i 1 i , 1 II 11 \ ( i ` N j I � I 1 1 1 1 1 1 I I l I \ \.. _ 1 x- > 11 % �� \ `� 4 % I I I j j II �\�q 1 : :J I I l 1 I I 1 i i r r. / I 1 � � 1 I 1 f _ "� 11 I II 1 I I 1 \ 1 ' i �, I - p' �_ ,—�� EXHIBIT A 0 REMINGTON COVES FIRST ADDITION NOR TH ME CNO(NIA,R. Of MS OE AINNG SISIEu IS BASED ON ME NORM OW 110 0 rotE Ne t/. or me tor I/4 0" SI,. SI. / III. 0 21 NINLNI CO., 4n grItt r17. n"*"."'' INNNE.I• rod. NES EN ASSO400 WARING Or Serl.r.1)1 ' - • 1 , : • I 1 . . I ::. :.: :.:'.. .C...: E: ..: •::: :. L. ,•,;rr,.,-- ''. .Tvc;.....s, -... — -, I 0- ,, - -t ualixa) ECOLN - - . - -.----.- N89 1327.91 -. - - - __ • - - - - - - . . - ' 'f'1' f4, _ _ _ .....:::.:: :::.?,:.::: 7-2 '-- V":1 ':':',5 ',`• "01 1 ''; : ,. 72 ^ i , 4:°•'' • SOW 'JP f NM OP a- 6.11- ser.s.rae-r I . I \ t 4 .` • ,...!:::°;., 4 • as SW . ..• • : . t . N, 44,1 --- • - - - - - --: „ I ••• . • ::, =.-noov.r..r. .9 • ...f,4. GO • I ...... 1 0 .. 8.55 . ,§"".'"o'ao.,. , s Zo,,,. FT S '"%oo. F'" , • -, " , " , ..3. - ,, , ' si......„,,,,„ -.: . ''. ..8. ....'..A,. .,...,.... I • r/117..1 47 I...4'..'',., :E...s., ,.. , •4, . 4„, ..,„ . 4 .,„. „. ,.../...., ..,..!...,. • 3 ? , .. j , . .44:,... +4..,, ..,!.. 1 ,.:, 3 I ' 8 12 i•-, o ' ; k - • .,.•.:, 5 I, : .-... ... 4 • • :,, gi . ''''' '', t 8 ., \ 96 " he 9 ' , '' ' 'i h° 3 8 : ...5 78 , , I I . : / •, / 1 ..." rss `.... ''' ''' 9, . :,•• '''''' - „,,,,,. ; • o5L''., ° , 0 - 7.'' , o),,;.,,`'"usl,,• '''''''; . ,', " •: , % °:b ; , : „;,.;s -""•,,,N,: , '0,,, . ...: i.' ..... 7; . 0 r -.. „.: _ --_-_-•••■ . •••$ .2: ' ', I • WE T L AND '''''''''''' - '''`''orr , ,.. ...,.9 AP -... • '. '1 ',?o"'' " = ."' '• -; ..: ..7 i . • ; . • ' V '4.. ; .. 2 6 : p_. :4 - -... . .. i_ •- .,' 8 8 :. . ", .. 9 ' Iv "" o ' 'I. \ ..., i.0 ,•.,',' , .:".W. ,i, . 7.... ''''"b• S'E:E.8.1 , E. • t-26 82 • i 3 `... P. 9 '' :. ! rfr.....o+,''..., A'''''.: %polo;:s1 .or t 4,. \ OUILOT C `.... \ i ,„, ::' • ;: I. 6 :''A, • A ' DRAINAGE tr UTILITY EASEMENTS 500. 0,05: E. le - ' ...... a."... ° S1 slat . t 6 ...... ....... ..... ,,,i .. ".■ - ''' 4 ....... ....., ,,...- ....... . ts/..,0 ,• ' • :: .5 ... .'....: 10.00 500 ■0.00 , • . j e I- a,. .., . 5. - ;- -.- ....... . * %.„, 8 et . , 4, b lei, 4 , 60 • -•,• 0 • •••• ••• _ „,,,,,,.. -... .• ... — .0 :'•:. -,..• ' '''',, ' ' 9 '''-' ::.: ::: .:::: r "„ i.::' \ ' SI '6 '6: : ,O ,.." s' .;:.° ,,,,,,,„,„,,, --... ....... WE I L AND \ \ ..,,. * • 3 'b ;■ ,FP.,, , t■ .c s 1 LW stEnN AND Atuormo sot tot .... 8 : 1 . . " \ 8......,. to act et mon. .61 .0.10ININC SEEM L.'S +NO \ i \'''.. ..2 '1' 4: • -Y" PP .......'.. ALAN LO LOUT. UNLESS OENERIESE INDICEEED. AND WEN IN 1NE ELM. s .- VS „.. ie . . ''. p 2 V ,,,.. - t. ,..4. s.. 1 " ' • ,,,:' , b,,,; 6 )' i "" ', • -:. ' .4; • .P s'e . ' -. & I 4 .. • 4 • • 4 \ \ .....1: `,' • DENOITS 1•01/NO +SON NONuNENI •S MAW° ..• ". op, • ••• '''.2, . ..'...".VP2' , ,,, co c-,..,,• ...... i . `1?.. o mow. IN. UMW., WARP. ^SO OS IV 81 Sr/ mew. OW WAR Of ME RECO.. "'i AS 3 or nos ow. rm.., soot or MORD ar A ki zSm fa EX. LEON NV yARNE0 Br . • li;;; :4 • 10.'04 4, .:Mia , Vgrr:f 41' 4' :IT, `41:7t1g. °:,-.fa'"" ' 0 ' 417 9 0 BAOAIE0 BY• 00CLUIEN, NO _ , OUTLOT E 8 1 GRAPHIC SCALE E,CHIESIT 13.1 E. G. RUD & SONS, INC. Lond Surveyors ....=. •--.. • - • --. - • • -.- - -• - • •....._. ---________ so 2. 'I i-i..:..P.'.......", ' ,-...... •-. 0 r . -r . -, r VI • , i ,, 1 . C I i C , 1 .. ... ' :-., :: P. 1 • 1 ...... . :": :: 1 - _' .:. 4: ..-: :5 ; :: : ;--. 0 0 ::: , . ... ... ... ... • ..:. w 1 :::1 .•::,., •-• ; -,: ; '''' : . ." ....... ' \ . 1 \ (/) TS: ; ; i 1 i \ •0 , ' '. 1 ! noirt.e.r., Iva r: . . , , . 9 , 2.99_99_ „„ • . 19 s• • '9.1 '':" ' "- " , ,...- - - - !, , ,, " • 99P, r " -- %.9, NA ti) ■ 1 /...P \ \n 9. f " g :"- a': '' i E "'" ' -' '• ■4 .z L___.......___ .1; I g ;c."•• • ( ' r•. : ° 1t.. .0‘ Y., 8. ei If ' - - - --- '''.1,. ,•" tz.,T, ,... ,,, .....i. ,- ,•• , ,r. , ...4- • re r' - ;„2,31/,. \\.,....,Iii ..,'' ,-,---,'' ‘A '''''' ' ' ' - . - s • ' ' ;' " ...• ' , ' " ' , P. ' .. '6' , I .. a, t3;: : '4 .. ...4.,,,,. -- Krt . ,. .. : v ' '' ' .0 ' ;.. .''...,,-. t , , - ' 4.14.46 0 1 . ,, ; ., ;___.,..-:::......___;., .g.: '':, -6' AV, ...b. 7 ; • I •r. 3 - - In og . - .„ tc .':. 4i p . • .; _ ffun • o • 1 Q , , :. ge ' 's-- " • ,, .." it 4 T'' P ,. • -- - - -3 -'''' • ; .... e ,-- --t, . M 3 :, t.'2,1,_, 4 J.e. 'ei t.. - ' , -4.,.., IP Fte 5 _ - - - ..., 8 R ' ci , t 2- : • i i e i 4::,f- ,. L__,.....0-L___; L - -- • ;,;,---_:,,,:. ,, 7 T, 44 • :1 ,F.e. ' f ---- '1.- - --, - : " :" e.7 " - 'tar - - - - ' '- .t...- \ • ''.. P • 2 I : A .': 1; 4 Z. • . 4 • .'21 :::'. ^5Z _ 0, ...-.... ' " ' 5 . -- ''::‘1; 5 : 11! z g 5 ..1 1, - - '"°-- - As •...li ..: ?E. ' ,:... : .. ! 1,:. ' ' , .•• ' :, , . '4; , ,' :: 6 , ),!.... 1:: • ,..!, • .......",........ , ,: R5 -' .': . 1 tF ' - 4 , ..r.. , ' - __.',-.'-. ' ; --. '-1.:-._•=-14 1 ..-. 0 g" 1 , , L__ eiratc.ki, - - .' L -_-_ ,,- sx.r .g;',1 f; Ft 4. :': ':,-.`&4` -. "• ' 3., . ',..'A ,.-'-:. - ",,, - 73■712 - - - - en " r ___ ze. , 1 - ...-• c..._:-- - ,, :i . ..‘• •-. . , ',g • • , g. ,a.,... . ...---- , t... , v.-' . . • 4. ktb •• 1.6 t- .4, q _ ; 30 1 13: - -'r --- q ., ,.t. 1;.. • , _---- ‘(:',..)- „,: f ., - '60 : Lt: ' . -99 5" " P P 4 - n 8 l '" 4i • 1- .I ,.. 1 -- . `:;-, '-:i - 53c . , _loom:. air._ .., i ," 1:4! ''-• Z - - '- A ' ' . .3::: . : 4, /,' 8. ;.; •.I ' --'':.-- .• 0 • li ---' ;`' .., 41 - SI l.... .4,. ., ... 1 k , v ;4-.'. .', "';',•'''''''' - SA A i ... ,:, ", 1, 5 i._ ,r i 0 2 , :::: 7 ; (',..„.,. .,,, . , i , .._____0.,--- •,,._- ,-.. .. . . --,:- . • •,,-,7"- 6 . - --: : ; I ; ' !!!!! :-..7.I.f.`...,Y. ........ , . ,..._ Av..' g 1 ' 1 • - ! , ' Y--„ • ,' # .. , 8 a 9, /rR1 / A . : -:-I nor 0 ; ■ 00 - -' S'a ..!'" , .001.3907, a ; ;; ;;S.,„ . S. m 4, t. , < ';- gi , . .. 5 ... L 7 if -:;_"-__ --: ;9-'99 `.:41`,9,-. 1 1 ‘ .: - ';:: ', ' -"Y ,.., ,„.: /' ' 4 . s: \ ‘ ‘ s ,,, 8 i'4",..,;';' . 6 * / ,. 1- 2E f-- .....:, . (.1) i i/ 2.1 `,1•,.•.--• , ., & • ;', ■ +IT/ ' ...? •/‘ ,,, ,. kJ ... 1 ' ov'S . • ...`.. ,1° .• i ‘g \ \ .;"- ,...;' 8 83, '.\\ ■ , . ..- : 1 1 . g "',?, .,. I. 8 . \ \ ..: '4 ° I. ...;..", .-'1 •"' ::: ... \ '‘ ‘ ,§P. ,:„ 'F . ,,, '' ' .. .A .. / iv .,,, c. ..v. '''''ii '''' —ri I . ". 91 t':k N /' '' .•, „,,-4....,....„,_%.,7;14..: ., ,\.' . !-- .66.4-/ L., A ■Ir , .. .4. ,..'9,' .6 'es!...'" 1 ‘, \lin zy • " "'-''' -• N - - °N -- ,-- .. , ',... : °I.M'..;,- e • 6 , ,./2 , ...ks.-3. •13 ,':::' ' °"' .r..i -.--.1 (I) °- - . " '''‘i ,..i,,... ,, '. .•• °' .t------0-0?3•"=`!-----1.--17:1 :•• ' ,''' .'"'. .- -:;::.: -aogig '• _,,-,. * '• .0p,,,` .,533%00 - - - s' 1 ti,'. < e :-- • 71 ' '99- - .--=- - - --9- - - -1 g'''' ! R g•°',f---- :. - -. " t i l : ,t. .....,. ....! :-. ,;- " ---- ' 5 " s ------ 4 ! !" g ha 1.; -•-• i i 4 ., 9 .! / ', ..,/, 9..-. - ,k . : .•?,, .29 - - ,4999S9.209 - ,./ n,,, ... i , 4 :, i,,Ar '%,.,,, .-: -1,• -,0 ""t';'-''' ' • • s ' ' !' I .!.i. .• ,8' : '''.. . . . ' ., i.ti. -‘' oa.° -.." • .9,.? g R.,, 9 ,t91! ,'-' ! ' ... 8 I /4 "' '!! I ' ". • r-,,. Kr ' ` . ...s..N. 8 49, is' /7 '5 • %. - .4.:.: / ,'''.* '" „05 /..-"" _ - - : 1 it. "•• ik .. t . . , •'-,, . ‘= ' -5 : ' ''''''' ir9 ; I , gg ';' a. 9999 • • s: - Ri - - _ ', r , 4, dt / , 19 '' es' / / \ -- - -,.--,--, p‘-‘;c., yRie LA_ 7 : .-t,,L , • Li, / , ' l '' - '..-. t , / / r - • • • \ , — • •• ' .2.2,:: 7 I 4 ,' ' ,, .. , c , :;• 4' „... -.° 00-`,- .., 1 `:... : _ ; „ ,:/ 1, 03.> % , ,4P- - 1f5,; ..... .: .. ,isf '. 1 :; 1 .". '.-;.•,. th!ees;' ..' ; s'fA '• 6 v 0 -- -:, . : i •-, -,.., 11 .1 . ' t 4. t ) ‘ ,.,'-'-.(•--: 2 c.' 8 ° .,. "' l' • -'-- .- 9 . •::: '': '''' 4- 1 / / '- : ''• 1 ''- i• , -:1/ / , I .9 4 •, . ------ J..4 e• ,,. ..? ' , , ( .. ‘ ‘,.• -... -• ,. , g : - - -mg ------ -, .. 7.,4 . ) ; ,.,.. s _A' -- '5 ° 7;.-. ' 4P -'sf.' \ ":?„'!„,°‘ •-'.. ,.-. •.'• ; ,...;, -. ---':.!" 4;,§:;'''''' ,.. 1. LI:. ;A ' Plf:% 1 e c .1.■ `,' 0 • -;•': .:, ..7.'i % t••2•., .. • o ot: i: .... _ 0 .. ' • 0. - .. - '„). -‘,...'". ■ '" - i ..• "t1 - •• .. 4: k ,, .,." ° • , 11; , " . ,4 . ' ''' 1. Z`:' .......- * 0 - ‘, 1:1. o .' ' • ..,, ! ..' , :-:• 4 t.c, ...--.-...,-,„, ...• te......., 6 - riz ..‘ -2,-.4',,-:i '1. ':. , :zr.":0 .,6-,";.' , '.\-2.'s. , ''1,.. • 5" ' L' ''''e-- , ''''.--..,. ' 1!..Z '' - . : 7., .7 .S. , •PV..." k A• 4. / A, •,,,,,. ......• - . • ii ::3 c-;-" '4 °---- -.. 4t...,0,2.!:„ .•• . '6 c) Sf - :-r 0, ....„ ‘,\ ,/ ''','; • .. . • ...- ;,-...,;.....,.. . ,, , ,‘ / ,.- a ::. /' , , , -',"4 1 0-:,, ;14,. ,__,_t_ -4 ..:: `.;%., ,;•,.? ta,.. ,-..." •,.., •"•.: .. .:1::. i . ')>:''40. .- i iP'''. ( : ,S/ '■ • -7 4S1' . -S. . • , • . ' , ,' k , " . ' ''' ` 4.,, /.:. . f',.:.*,, , -- i''.0. 4 '5...5 " '• . SV it / ••• , , : P R ,:•$2 •e,„:,..' :, 4 A , 1. • „*,, ,•,. .. _ c,gx, -, . :. ''''''-',..:.* ; . (.... • ,. ::.. : .. ',-•: __. Z N ' , ,....---., '' Pt ' , . i'Vel:IC‘,':..:',°,..\4r:::- % ': 6 "‘ , :',•;” .3 :kt;X 0 .3 .° •.,,.... t . ,:.-, . r. , ._ ,i • . .9 :..": 9.- - _ - 1 r *-';:, ..: '-..; '''..-:::: ‘• '-' .4-woo-, ran 39 0 •••):' ::. qi'' .!:f." ; 1 - ' •• , ‘ \ I:, • %,, • : -• /91,.."' 9 8 i : :-.1 0 '...', F,E5 ' ! ' ',., 4 g - - - • ' !:9, ' j 1,., z: I M ' •' ' !" kn •' ", • '' ‘'''.,,,{ 8 ‘Ls •••/, sz ' A, ." 4 ., X 19 8 8 b, 4 • ' ; c 8 - 11 ; ,S :".; 3 " `-:,‘,..„; cal ,.. ..:: ,•:," ; A_ .' : .i'-' P''• ° • -=..: i g '. ic . ".." • RW - ----- i ,, . . : ... " "•,'"-=,-;"-- " ""kmaz , 4 . ■ ; ..., , .1i. " '';': .-. - -,-.: --_''''''''-(----- - -- °?.:A• :F. . * t,! I ...1 , f ,ii , -,,,,,z .:.;.i: ..,: , 2 - • , ',, - - - - _..7 ?`:.11 ; :f 7§ , ---...;. . . S ' i - .8 Z.42 ao" tigi .) CO. I'I .1 if 8 4 I : 21 0 - ....t,, ;. .;,- . . , I . ...f , . . ,,,, -. „ , ' 1 , A; ' • : ; ,,,, , : ' 1 , , -- '' , -,. .-- . : . L J 9 ! '• 31 d I ii..... so : ` 7 ,.. -' I.- ' 4 . " CO '. ''' -- Igg • i NO0•06:51, .6 21 REMINGTON COVES FIRST ADDITION NORTH ' M( RRWx}.ml I R(uwc S v3I(u i! .:. •510.1(0 OF 3.89,12".12I C< AND 1.011111 (.YHx15 MON., 017.00. OM UNLIT. [AYUExI RWOUpOII 0,041 I. R? RAl d R[uuylON CO3(3 W 0011010 N. B, C. O. C. (u.0 4 mC.RO R[R OOCYY(xI NO OUTLOT F DETAIL LOT 4 & 5, BLOCK 7 DETAIL • • le y • OUTLOT F �� .. e- 003 ;'• •. ad 9, • i • p . V' n ' . _ ' 2 n ' a te x zn b , • 8.}.003 } b •,3.0 a8 ' y e . r.rir ,;. R : 3 u e 0 a e n a•.x'}r DRAINAGE & URLITY EAsEvENCS 910NN MUS' 5 00-4- 1 �°°0 71 ° 1000 • OErgRSFOY.W.WNW(x,AS..w.CO GRAPHIC SCALE _- 1 :L_ -' -- d (l Wen •„ xl RrORs,.,m I - I f0 M YR WPM OM MAO d M( MCMGw0 Of RC COM.° Or a - - _� - - - = l/} WM ev Mx Wd INK YM.[0 Or L . KONG ! CEO 04 .OM .D AoJe„Wn SIM Lol Y.[!, IR3 N3 - -- 1 IN .r) - -- - - - Lond Surveyors E. G. RUD Sc S ONS, INC. o RIM W . Yx. rtowD .'3'''' . !w On M[ x01. Lond 7 = _ EXHIBIT B_3 •• EXHIBIT C. CITY OF 05 -03 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA REPLAT APPLICANT: Solid Ground Development, Inc. APPLICATION: Request to replat the approved Remington Coves Final Plat consisting of 70 single family lots and 43 Bayhome dwellings to provide for adjustments to side and rear lot lines. CITY COUNCIL MEETING: 9 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following Findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -6, Residential Townhouse, Quadraminium and Low Density Multiple Family District. These dwelling units are a permitted use within the R -6 District. D. The Remington Coves Final Plat was approved subject to eight conditions by the City Council on 27 September 2004. E. The memorandum dated 3 May 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated prepared by the City Engineer, Hakanson Anderson Associates, Inc. are incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the requested replat of Remington Coves is hereby approved, subject to the following conditions: 1. The conditions of the final plat approval by the City Council on 27 September 2005 remain in full effect for the replat of Remington Coves. 2. All rights -of -way, street designs, street names, grading plans, utility plans, easements and construction documents shall be subject to review and approval of the City Engineer. 3. The applicant shall enter into an addendum to the executed development contract that is to be subject to approval of the City Attorney. 1 PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 2 Hakanson 30 11 Anderson 3601 Thurston Avenue, Anoka, MN 55303 Phone: 763/427 -5860 Fax: 763/427- 0520 Assoc., Inc. To: Honorable Mayor and City Council CC: Ms. Judy Hudson, Deputy Clerk Mr. Mike Robertson, City Administrator Mr. Jeff Bock, Solid Ground Development Mr. Dan Licht, NAC Mr. Andy MacArthur, City Attorney From: Mr. Ronald J. Wagner, Otsego City Engineer Date: May 4, 2005 Re: Remington Coves 1st Addition We have reviewed Remington Coves 1 Addition and have the following comments: 1. Lots 1,8 & 9 of Block 1 and Lots 1,2,4 & 13 of Block 4 and Lot 1 of Block 6 all need the drainage and utility easements dimensioned. 2. Lot dimensions for Blocks 4, 6 & 11 are incomplete. 3. There are two Block 4's on the plat, please revise. 4. Lots 24 through 29 of Block 2 all front onto 67 Street, which was constructed last year by the developer of Otsego Preserve. It is our recommendation that Remington Coves pay for I A of the street, sewer, water, and storm sewer construction costs due to the recent construction and the benefits Remington Coves receives. Collected funds will be allocated to the developer of Otsego Preserves in credit form. The cost of '/2 of the infrastructures on 67 Street is $81,923.39. (approx. $740/Lot) 5. The interim connection road over Lot 11 of Block 4 has been discussed as unnecessary. In lue of the connection road the developer will be required to construct a temporary cul -de -sac at the east end of the paved 67 Street and a gravel cul -de -sac at the west end of the Gravel 67 Street. ot2277hmccmemo2 Review No. 6 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Asso Inc. by Hakanson Anderson Associates, Inc. Submitted to: Craig G. Schlichting, P.E., Plowe Engineering, Inc. cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Solid Ground Development, LLC E.G. Rud & Sons, Inc. Reviewed by: Ronald Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Date: May 4, 2005 Proposed Development: Remington Coves Street Location of Property: A portion of the NE 1 /4 of the NW 1 /4 of Section 31, T121, R24. 40.38+ Acres, E of Zimmer Farms development between 67 Street NE and future 70 Street NE. Applicant: Jeff Bock Developer: Solid Ground Development, LLC Owners of Record: John and Carla Kolles Purpose: Remington Coves is a proposed 70 single - family residential homes and 43 "bayhome" style units development on 40.38± acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) \ \Ha01 \Shared Docs \MunicipalWotsego22xx \2277 \ot2277RVW6.doc TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET SANITARY SEWER AND WATERMAIN PLAN STORM SEWER AND STREET PLAN DETAILS GRADING, DRAINAGE & EROSION CONTROL PLAN STORM SEWER AND INLET SPREAD CALCULATIONS HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2277 \ot2277RVW6.doc INFORMATION AVAILABLE Preliminary Plat of Remington Coves, 10/1/04 revision, by E.G. Rud & Sons, Inc. Existing Conditions Survey, 9/14/04 revision, by E.G. Rud & Sons, Inc. Preliminary Grading, Drainage, and Erosion Control Plan, 10/4/04 revision, by Plowe Engineering, Inc. Technical Specifications for Remington Coves, 8/16/04, by Plowe Engineering, Inc. Final Plat of Remington Coves, 10/28/04 revision, by E.G. Rud & Sons, Inc. Construction Plans for Remington Coves, 3/29/05, by Plowe Engineering, Inc. Grading, Drainage, and Erosion Control Plan for Remington Coves, 3/29/05 revision, by Plowe Engineering, Inc. Storm Sewer Calculations for Remington Coves, 12/3/04 revision, by Plowe Engineering, Inc. Drainage Calculations for Remington Coves, 2/11/05 revision, by Plowe Engineering, Inc. Inlet Spread Calculations for Remington Coves, 10/18/04, by Plowe Engineering, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 Page 1 \ \Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2277 \ot2277RVW6.doc FINAL PLAT 1. Please resubmit. CONSTRUCTION PLANS COVER SHEET 1. Otsego is misspelled in the signature line for Ronald J. Wagner, P.E. Otsego City Engineer. SANITARY SEWER AND WATERMAIN PLAN (SHEETS 2 -6) 1. Sheet 2, the sanitary sewer service to Lot 16, Block 1 does not have the required 18" minimum separation from the watermain. Please revise. 2. Sheet 2, extending the watermain and sanitary sewer east of MH 28 on 69 Street NE will encroach on the adjacent property. Drainage and utility easement must be obtained from the property owner prior to approval. 3. Sheet 3, the sanitary sewer services to Block 7, Lots 1 -9 have approximately 5.5' to 7' of cover in the rear yard swale. Insulation will be required over these services. 4. The sanitary sewer and water services for many lots are shown to extend past the drainage and utility easement and into the building . setbacks and /or building pads. 5. All sidewalk and water service curb stops must be located within a permanent easement. STORM SEWER AND STREET PLAN (SHEETS 7 - 13) 1. Sheet 7, the invert elevations do not agree between the separate profiles for CBMH 9b. Please revise. . 2. Sheet 7, the grade of the pipe between CBMH 11 and CBMH 10 does not match the inverts. Please revise. 3. Sheet 10, trash guards are not needed on the outlets for Ponds 6 & 7. 4. Sheet 10 & 12, the developer is to obtain an easement over the adjacent eastern property to cover the proposed storm sewer along this property line. 5. Sheet 11 & 12, the rim elevations for CBMH 25 do not match between the separate profiles on sheets 10 & 11. 6. Sheet 11, the grade of the pipe from CBMH 5 to CBMH 1 does not agree with the storm sewer design calculations, 12/3/04 revision. Please revise. Page 2 \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2277 \ot2277RVW6.doc 7. Sheet 13, the grades of the pipe from Pond 5 skimmer structure to STMH E and from STMH E to FES do not agree with the inverts. Please revise. DETAILS (SHEETS 14 -18) 1. Sheet 14, CBMH 9a and CBMH 10 shall have type R- 3067 -V castings. Please revise the storm sewer structure schedule. STORM SEWER AND INLET SPREAD CALCULATIONS 1. The pipe grade from CBMH 5 to CBMH 1 (0.27 %) does not match the grade in the construction plans (0.59 %). HYDROLOGY REPORT 1. The revised hydrology is under review and any additional comments will be under separate cover. GRADING, DRAINAGE & EROSION CONTROL PLANS 1. The revised grading plan is under review and any additional comments will be under separate cover. SUMMARY AND /OR RECOMMENDATION Revise and resubmit. Please include a reproducible cover sheet for Mr. Ronald Wagner to sign. We will return the signed copy to include with future copies of the construction plans. Page 3 \ \Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2277 \ot2277RVW6.doc ITEM 5_3 RESOLUTION NO. 2005 -26 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION TRANSFERING MONEY FROM ONE FUND TO ANOTHER NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA 1. The 2004 General Fund Budget surplus of $122,000 is hereby transferred to the Capital Equipment Fund. 2. $518,636.45 is hereby transferred from the MSA Construction Fund to the Maclver Avenue Improvement Fund. 3. $273,922.77 is hereby transferred from the Quaday Waterfront Capital Projects Fund to the Waterfront West Debt Service Fund. 4. $3,317,079.06 is hereby transferred from the West Water & Sewer Debt Service Fund to the West Water & Sewer Capital Projects Fund. Dated this 9th day of May, 2005 Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk • 70TH STREET NE - EARTHWORK QUANTITIES MCAT rocure - GUruunva roLUMIS - AR6AT MUMS CU1112177VS roG1Y69 STOW Square feet Cubic rind Cubic 7erue STATION Square Mt Cubic r4I 27 Cubic Tarifa ear flu cm n cv IC cur fvt r ms cur mt car MU 3.00 _ 11816 19.18 16.00. 15.23 6. 02 3430 16.68 76.78 12:84 88.80 124.64 86.86 46 +3158 29.93 24.37 29')6 2142 79.)6 21.34 4000 6,60 8163 26.00 148.55 150.84 237.40 18430 ]4.62 3811 10.24 14:60 40.00 35.9. 4430 56.69 38.57 6J.06 11116 21].91 330.5] 17400 1.43 68119 81. 3].10 91.92 81 1 127.85 113.67 38,45 327.58 389.02 1.04 22101 14 4 35067 4.87.69 106.17 16.11 17.30 0.00 171:87 51.96 6.54 379.54 39136 0.00 390.51 01.14 741.37 5400 121.76 12.16 000 249.88 22121 26,03 604.75 421.59 16.00 000 570.86 61.14 1310.24 5450 121.46 11 0 18+50 0 96 167.35 53.47 772.10 475.06 00 366.66 0.00 805.67 61.14 1917.91 6+00 59.27 41.79 19400 0.00 267.47 29.72 70.78 601.82 545.84 000 54137 61.14 2461.29 6.27.08 0.00 99,33 19.550 000 299.37 0.00 111.66 601.62 657.52 000 53659 8E14 2997.87 6.50 0.00 161)6 20400 000 280.14 0.00 344.29 601.82 1001.81 _ 0.00 430.78 81.14 344866 7.00 0.00 20006 0.00 32170 801.62 132157 28430 000 708.71 1142 215,04 96.36 366169 250 0.00 447.54 21400 16.66 2153 6400 1.60 79.94 1.49 203.07 801]1 1370.59 24430 10842 2869 11581 50.21 112.38 301190 7596 101.56 879.27 1632.15. 102.70 126.26 31106 3840.18 8430 60.43 79.74 22+00 0.50 107.89 191.83 36.60 1071.11 166873 2.31 382.79 310.39 4222.97 9400 126.76 9.79 71450 0.00 ]01)3 13823 10.06 1207.35 167881 0.00 . 704.55 317: 4927.52 9.2809 111 23.00 00 45119 1] 8.53 112.89 7.55 1320.. 1686.36 0 2 0.00 661.15 317:39 580668 9.50 14111 9.06 219.31 31.26 1539.55 1717.63 13150 0.00 49843 0.00 910.66 317,39 6026.34 10400 9175 14,71 162.82 47.29 - 1702.37. 1764.91 24400 0.00 494.62 0.00 90651 317.39 7634,95 10.50 62.10 26.36 16.27 120 171865 1770.11 14.30 0.00 466.5) 0.00 906.47 31719 55427 • 104 3].34 82.48 16.25 17802 3191 1696.67 1608.03 23.00 000 49238 0 00 94 317.39 94931.93 11:00 132.78 17.17 23+00 0400 52"8 11.50 210.56 8.67 319.]6 23.93 1216.43 1829.96 16400 0.00 471.20 0.00 92106 310.39 10411.01 • 452.28 803 2668.71 1637.99 0.00 66873 317.39 11099.74 1200 27390 0.00 56.50 0.00 27161 0.00 3229.39 1637.99 .60 0.00 320.12 317.39 1142106 12.50 ]29.6] 0.00 7130 342.94 0.00 3772:32 1837.99 10.00 0.00. 82.64 80.69 40003 11502.75 13+00 258.74 0.00 69.25 12.09 226.93 0.00 3999.26 1837.99 27450 294.14 11.19 694.17 1151194 13424.34 246.73 0.00 231.85 0.00 4231.10 1637.99 25+5 31627 0.00 ,69 0.00 1030.37 1151194 • 13450 241.18 50 I.IB 0.00 28.50 156.27 . 0.00 431)3 0.00 4684.8! 167).99 1 44.69 6849 119106 11582.43 14400 1468) 0.00 457.16 0.00 5442.00 1837.99. 29+00 000 7197 0.00 260.16. 119105. 11842.60 ,- 44050 244.86 000 437.15 0.00 5379.16 1630.99 29450 0.00 207.02 2.39 196.96 1197.45 12030.57 11400 257.2 000 409.08 0.00 598022 1837.99 30446 3.70 0.39 139.17 1199.84 121)8)4 1!450 000 56.66 44.81 000 . 114.!7 0.00 30181 14.13 6292.03 52.12 10 0.00 166.34 1190.84 1234106 16400 11160 1126 0.00 0.00 5792.03 1852.12 30408.60 0.00 169.46 000 13816 1190.84 12483.36 31400 0.00 170:46 0.00 000 1190.84 1248136 • • • OATS REVISION ■ a..q wet, oat 8,4 94n w42c6w. Rime. ILYA.M41:SM=O:IG9:xxa1Z6Urk133 461 a n12:611:iaa111A32:a,-, Z.77,1 i d °� w G It q„°, ^+ 599 Hakanson Anderson Assoc.,. Inc. R . an Or SCHEDULES AND 3""` : .9 Eng;eeeee end Lone Some >ers I � EI G® ESTIMATED QUANTITIES 4A Cil 5005 6/ I /04 M Anoka. 1Gmcw 3601 T6 Ave.. A Akl9 SSJO! { .- _ MAGNER AVE. NE & 70TH ST. NE 6mn e IV n 763 411 - mho Fla 763 -420 -0320 92 . . 0•.1.- 0m.wllx4..°wln6 -51.0 .661 .661 On. 6 04 A e 26052 R]W OT 356 •4.11°4onson- onenson.cam ON THE GREAT RIVER ROAD 1�PROVEMEN7 PROJECT 06 -03 p4c15 50' B -B E 60' 60' 15.8Y 1Y 10.3S ROW ROW I6 54' 6-0 $ E 28' 5.67' 12.33' ! u 15.61-1 I-•� C2E I ZDNC 5. o ROw SL 600 6.33 ,Y If F ZOPE CM a '1 2 - " I TURN IAN[ I RIVE C 1410ULOCR I lox I Ba10 , a 5.6]' 66' ,Y 6.671 1548)' •:\ ` - . ' -: t , u " - - _ DRIVE l E 3 DRIVE LA TURN LANE 1 040 0 `•':. t h: y A. . ! ,V 0616 COxfACIE J• 206 IURxr LANE lBUCC q :4:? IN - �' • CURB AND GUTTER ®' ).ox °x ' I IRA , V.7 • 2' BITUMINOUS *EM 2350 . ,,.,c - YI' a'l Vl� .e.1".7,1.,.. 4 ,IPC 14.445035B 1,5 •Y �ii..'�..i: - / , :. 2 1/2 BITUMINOUS NON -WEAR 2350 APPROVED SUBGIAOE PIPE 4NRw350358 2' BITUMINOUS WEAR x350 6' CLASS 5 GRAVEL- TYPE YVV.E46035B 24' GLASS 3/4 *000100 AGGREGATE BASE- 2 1 /z' BITUMINOUS NOM-WEAR 04.33503330 - APPROVED SUBGRA00 6' GLASS 5 GRAVEL TYPICAL STREET SECTION A 2e GLASS 3/4 MOORED AGGREGATE BAY 000400 AK. sr•na 45.e9 10 u.w TYPICAL STREET SECTION C 4A0KR AVE. STATOR 97.53 TO 99.25 • 46' 9 -6 500 00 E , 00 54 B -0 Row Row B0 . E 40• s 000 a ''I 2' GE AR ' pN[ ; ROW 2' 0.[M 2ORC T 5.6Y ,0.33' 12' ,2' 40.33 15.67 I 0.0 5.67 12' 12' 6.33 6.67 12' 15 ,0 44 204 0000 1 E SHOULDER .� 0 f1R• S 6 TURN LANE 00 LANE 13 0RIK LANE 1. S , 0 Ilw a.av�- iee+* � - ++ yv%Aw'av�tti,.� : •j'J• e;r '�'/ 10S NUR IAN[ f.OL N '" -ON , ',C4M ePViTe.Js••11i`rY� '' 2I4 `XI GUTTER . ... ....�• .:, A[9N0U5' WAR 2350 � 2' BIT0 i . . r�. d. ^t � y{t TIM VWEa3 503 ti ! A\sV. 'i r• M ` L.:S : ,n' 01WWO NON -WEAN 2350 2' 002NOU5 WE 2350 TYPE -W 2350 APPROVED SUBGIADC TYPE WW.E450356 a' GLASS 5 GRAVEL a 2 1/2' BITUMINOUS NON -WEAN 2330 - Pan . 50338 40600400 SUBfAAD[ 2e GLASS 3/4 1100611006X0 o0 AGGREGATE BAY- 6' GL555ASS 5 5 GRAVEL- TYPICAL STREET SECTION B :. GL•ss 3/4 141:001E0 AGGREGATE BASE- GKR AK. sA. 46.46 To v.w °AO ]oiN A S1aE[ '3:oe�io° is6i1�.39 TYPICAL STREET SECTION D *AOKR AK. STATION 100.40 TO 102.40 NOTES: - 0 RM WIDTH IS 70' ON 701W STREET IRON STA. 24.51 To 24.36. 0 R/w 074147 45 60 ON 4•GVER AK. MOM STA. 46.44 10 51.75 AND 700* STA. 103.60 TO 105.50. 0 0/74 0010 15 60' ON 7010 STREET MINI 51A. 3.08 TO 24.51. • • 10 0 O 20 • SGWE w FEET • DATE REVISION 7 Awe, c.n9, teat lois Plan 40.09***,. ®R N LS7:N 1T6WiPIER .7�13f.7Y 1 ,t " " " a. o' ' 1 . ' a "" W M "'I 5 " Hakanson Anderson Assoc Inc. js ° �I,� TYPICAL SECTIONS 5 7 ncl=. rm. Ra: a: rnrrcQZm�Rlna�7drs�T :+ira�m:asa:1llj °' p1" 60. o.,r. ��D 3601 ®p Civil En f i - F - Hi WB • ® 9ineera ontl Land Surveyors ` /Li wW ,L ' Ni e .. /J; Marston km., Anoka. Minnesota 55303 V V V V V AIACIVER AVE. NE Se 70TH 5T. NE 92 - "law "3" % 9 %WM - DMS 6/25/04 0®6 *E P6. ]61 -a2] -5860 FAX )63 -42] -0520 4 : \.w -.wV.N w -70 .1.1)6V,V6u »- 0[1.0.4 040. 6/25/0 , , 222)2__ Raw 07355 eee.ealanson- onaerson.cam 074 771E GREAT RIVER ROAD IMPROVEMENT PROJECT 00 - 03 y¢ETS • . Ili f �Y II I I - I f I j / j I — I; $ 1 11 ti nn ! I • u I I 1 h L . ._.._ L 5 11 8 i 1 . � .. .. _ .. _ .. w J � =w c I £ 1 I I I 0 99100 I 100 00 - _�_ 10 1 00 — , _ Y Ii MACIVER AVE. NW ; 4 I I8 8 is II ; li ; �- J I \L r " 1 - I I ZT /. II , - ; 1 Y —z i fj 11 8 11 11 1 _ 1 I_____ i .8 --- I j - -- i. II I $ I ! 1..„ i S fexe I } r I — i Q II j I i � i 8 - • a4'v ` l 8 :!}e t i ! ! L � ! 1 I ".s I l. I i 1 1 11 I e j 1 i8 I • 1 �9 ' I { I ¢ I li j .. I j I O. II I It• I I - I ,. I I 1 i / f � ^ __ ! , r I f H j g L cej b.^s I I I +— j I ! O m o I $ - 1 -' = I ff I = •4 r (` i N I j r__ $ ?oa ! ! I • I Iii j - ! - I I 1 1 ,°,7,. I_ l i ° �y j I I L °P.11 8 I /1 I I s I l _ .,,,, , I I $ I 4 t. ,,, :,.. a� _ ; ,, e MARTIN FARMSLVE._ W 'MARTIN FARMS A__- NW - -____J w „- ,, §e, , v > I s : ----\ .1 i I j ' L. L I I t0 —2� ---` - -! ! I r °s 1 I I 0 a. 1 1 I I r I If ; 1 ., c _- ......J 8 i 1 III I 0 ,3 ,1 1 1 \ • y lw A gm -'-' s g I mo„ o y •/ T I I o R VI> : -_ J -'< I q g / y c P. z D 1 1 F K A �0 o } h j L+ i I� I �� u -- �AKtOWE AVE N.E. 1.....8 - — �r MARLOWE AV E. NW t X � _ � 11 - ^ � 8 • I I I I &Y S . 2 (q ; I I I I• i I I' a.o 3. 11 1 y \ I. 1 8 5 c 11 g , 4 11 ,, cam. J ,�` I I om • . - .In MACIVER AVE 4 n 1 I I u � 11 _ cv� _ SY ° . y R P .. 1.1 ° n l 4 11 • 11 • 1I N 6 �.. I I II ii II II n 11 a • 11 I 1 m• 1 n 8 II I 9 u I I I u n • rl ii I n n II : n _ . 1 A u , a:3 �I j33 /9 1 I I 8 m 11 II II 1 �j} I I II • , .i.d„ I r , I : 'i S i. II •.. 3 ,, I I I _z n 1 r i3 1 1 8 u • 9 : I' 11 I If I I n i"riv 11 I I I 1 8 I j f1� - i /� og I Ip m I M I u 2 I I a= o z II 8 P ��, 1 - 1 i I 1 § I • / //� I 1 I+` m�no . . . . I m n I : i n n II p oz M sl:e 1 n 8 n 1 �� n o ? I n II • 1 n O .,g "7 n I 8 ii 2 N I I 11 I 11 I I ^ 8 11 1 n up fi> 8> I n I -wr n I —I .1if n N ! 11 n I 4•,µ'J t o I r1 34FF n :Ti` - . II I o7 I I �: II ., c , I II • 3 $ P5 N I 11 8 1 z g4 m _ II I gG3o n �� z n D o .. a " I n I €$ I I • • P O 11 I I • • e- /i I e I RR ^ I I I �° 1 g I v z ` , � IL_ '4. ■ II I I 1,. ' Ali I 7, gq ® � FUTURE I`11 r 1 _ NTU_R n "' NA -7_ PRM$ AVE. .ET --. 4., - 1 i MARUN FARM$ AVE. N.E. I II fl , E — 11 II I f 11 2 • n I Q I u n g I y u z � ®J • u n . u II u g i 9,s n 1 it . II I - Z f II 1 1 it n 21 I ii I u n m. I + l I o I fb en I • n JJ 55 g n n 7rd�,wd.m. ) i I n i • v r� d n II oA I n P 8 I w i m A t n � /8. r w_ m [0 I m 0 n 1 O n n R' > n Y — Z 1Wm...--- I a 2 II I u E I wr • • 4 y t d II I O� I d of z d n �0 1 • it ri . 1 8 n n 0 1. R { II J � I _ FUTURE II r II - V"uw AVM } , 11 MARLOW AVE. N.E. . - O ^ j 8 ° .o I II = d N 11 it II LEGEND _ END BITUMINOUS 1 I ,,TT CONSTRUCT ` A CI VE R AVENUE GRAVEL R O7 Y - 1 1 wt� ..a`n?z:'3'-I GRAVEL DR1vE N Y ^ � I IZM CONSTRUCT 6' / I. IS I 1 END CURB THICK CONC. DRIVE RgRY/ o AND CUTTER ��,4 CONC-l/2' el' NEEN911 R-4342 CASTING 27' DIA - `' ��' THICK STRU BIT. T DRNE 2 0RiEOUNALENT i,� $ 1I: �Q�A / GUTH 9 END CURB . � m SILT FENCE AND GUTTER ' • �Lw - 1 - s.�- �. .a�... - !mow . — • = .. - - _ _ _ -_ ' C B4H 1 ' 74 (.._ + - 0 _ CB 5 4e Im 23.0 F be oo 1 too oo I 6 To:� oa _ u — �0 .. at w 2 k _948 _ 8 00 t - fiT }00 }W - �_ - 89�W _ . + 91100_ - � 2t9o_ ___ - Ill - {_ a "o _ 9s ;0__,- � �- - — - m St.0 FT. % 1 : FT. g W B - - � , \ ... 44 III �y ,, — .._.._.._ TAPER N = — 15:1 220 F7. I i y .� „� , I-- POND 3 „' g '� y ., 1 r - SEE SHEET 43 • • n N rT r � T� r 1 I ` l I FOR KIND GRADING I wv� III _ . . s 1 1 1 I 1 1 I 1, l , - � o • 2 1 1 l I rs T NWL 942.7 ( � ,µp r -- 1 1 1 1 1 i I I ` j I t I y FES I ° j L. 6 • I • 1 soil I f- 1 1 I I I I , I l I 5.9CT ACL 3) RIPRAP , I I S .. / SEE SHEET 28 — POINT 966.67 POINT STA TA . +5012.92 15E8 SHEET 34 FOR INTERSECTION DETAILS) 0 w 100 PVT STA ■ 86+50 ]0 PVT ELEV - 967.17 0 w PIET A.O. - -2.99 - PVT 'STA..'94 +55 - - - • 210 VC PM ELEV. ■ 962.34 - - SEE SHEET 39 FOR ADDITIONAL STORM SEWER PROFILES I A.D. 4 -1.45 975 K 02.71 975 � m 120' VC PM STA ■ 97+70 PVT ELEV ■ 955.88 970 7 V. ,v A:D.. 1.45 970 K - 62.71 W W PROPOSED ti PROFILE } a + h - t2 ° VC ,, ry -- EXISTING C PROFILE q q ID _° fioz n g R 965 • w 60 v_ = w ° S • 960 Z osz 5, W 955 �. `' = ---- °.6D - - - - -- ° . 955 950 + 28 , 950 • ESTWATED'91}6'CT uu • - ®1 • • YUCK EXCAVATION C .. --. 945 � 1p1mZ PROPOSED E SUBGRADE PROFILE 945 • e o w +a m 940 = aa } 940 \+3> a zz 935 935 0 0 o N 87 a P 88 m 89 _ 90 91 m 92 P 93 P 94 m g: 95 m P 96 m 97 P 98 m 99 P 100 P 101 al DATE REVISION 1 •7 4-1H7 mot Ns 444. y..�4t 704}�a.lit!IIN:UIENia46 °' �°^ ti.•"p t' m• ' "'.' S . D. " Hokanson Anderson Assoc., Inc. c DP STREET AND SKEET l�k,n,w oH•D. 0,re Civil E"9■neen and Land Samoyeds �� STORM SEWER PLAN ^ . Ix�` j i �.. Dus 1 /30/0s 3691 Thurston A.4., Morro. ,4a4m 55303 m • a zoos - 41D nor w HEN •�•' A' 763 -47 -5860 MI 763- 427 -0320 `1al sn �/ V V M ACIVER AVE. NE k 70TH ST. NE 92 4: y--.- ,b-- .m7w.\01l]6\...\wif. - 4Ww. Dn. 5 t•., 7602E_ RAY 07356 "...n0L0^55.- 0"Oer000..0m ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 -03 5N[E19 Or . • 70TH STREET _LEGEND 1 1-----'- / / . • • , 1 ' - -I 1 i I_ 1 _ ...= . , . , I ......_ 1 - ----1 1 ,J Lf-T-. 7 1? Val MTLRUIgNE 15F SANITARY SEWER (BY OTHERS)--. i I I .., l e THICK CONC. DRNE -------- f be , W,, CONSTRUCT M2-1 K /2- f---------- kFUTURE 28 FT 8-13 END BITUMINOUS ROAD .. „AMA THICK EUT. 0 _. Is- WATERMAIN (BY OTHERS) TEMP HIT (EN OTHERS) ' - .. i..-..-..-..-..-..-.. ..-..-.._.. _.,-, •..._1. C __.+. -4 ------ - -78 717 _ .. - . . M i 03 712 1 .1 zt FUTURE WATERMA P. • N . _ w_4_ ..,024 00 . 171. , 1 , .. . ....... • , C8 721 ......_* „a 22 ,..00 9..00 , 5909 Id « 4 • --7-- STMH 71 ... A.A........,.../..4.A.J.......A.......4,-. 7.... . . . ....,,..,2 ..,.., ........... .,. , ------ ig COMM 711 , CBTAH 18 . C8MH 7I 141 _.,.. I e 715 - • • - • • - • • - • • - • • - • • - • • -/. - .. - .' . ' 1 grn ....... *.L7'•_-''-'.-;77-8.;.;;Ei-..-..-..--"-"-"-..-..-"-"-..-..-..1..-.. • 1 INST 7 p f .Rg 1- REP) ... \ .. ---- -,...<- (BY OTHERS) ' I k et • =====.-_-_-:--- : 1 00/.951.51 W1,951.51 ..•1 -- "7...-,..-,..._ ..z.,.. ... r - 1 r - r r , r T -I - - FUTURE 28 FT 8-8 ROAD _ - 1 I I 1 I i I 1 1 I 1 I I END BITUMINOUS \ 4:0, 1gX ( ■ ■ ■ ' I i 1 I ' I I 1 1 if\ "-, nir r--, r-, ,---,,r----7 r r ---- , „,----\\ -\\. SEE SHEET 38A FOR INTERSECTION DETAILS' m o mo 1=■Mi SCALE FM HIGH POINT (LEV a 956.97 LOW POINT ELEV . 955.97 - - . 'SFr:SHEET :41 FOR' ADDITIONAV.SIORM' SEWEFC.PROFILES( HIGH POINT .STA. 4. .11+28.91 LOW POINT STA a - 9.28 P17 STA 'a 11+50 PVI STA- 9+00 PVI ELEV .4 957.21 P01 (1.0+- 955.71 • 970 A.D. 44 -1.85 A.D. a 2.25 970 LOW POINT (LEV . 950.02 K .a. 69.84 K •.• 53.33 • LOW POINT STA . 19+50 170.0' VC • 120.0' VC • . PIA STA -. 19+50 965 ' PVT ELEV.. 949.84 A.D. 1:20 e I F, 2. 9 0 965 + ai K a 100.00 E '1, • 120.0VC . 01 F 0, : f ai " 960 ' ' .r, :pi >,:' 2 v v di ,..., > V 960 V V M m i: r, i '41 EXISTING PROFILE a ._._ ...- --• . 0.60X - 955 .-1 . . k - - - ..'.. -I .2sx. • • 1 950 :. l • liIMEM101/11111Mailr ANIMOMIlibmicto_., 945 AMMON! A grausciZrA=111111111. ■ ES gr ' ' ...-; .'.--- t, .. alai+ 0 - '1!.!;■?.1:44 520g2 - "_-a.o. t4 4 a 11 1 945 GRADE LBY OTHERS) x 7. 940 .rApAramillrfr t; d .1 r...i"...4 xIsil'zi.-.....i..___■__. "'gni. 940 ,:,; . . 9 • .:- aiI;Ig': . _.-.."1 a..-.-..-..-.-..■ taY enedz 935 " ',11. ESTIMATED 4432 CY MUCK EXCAVATION x..----.. L1HE. 935 15' SANITARY SEWER . INV .928.00 (BY OTHERS/ 930 930 _.,, - .7,3 - .8 .r. .43 - A R A •, R. R g ..G ,•,,,,' ig RS RI RA . ..r. g ci • r; • -r, El; F.:1 0,3: E4; Er:: E'ren; , 2 19 .” 19 I, IZ IS 14 IS I I'd 4' I OATE REVISION i nawa am., that Ina OH. 6101O. coasts -- ..... ..0 SHEET Aq.0/111111219919DOM:1911111.11111,1•149111,1•11•19W.M99, or rem. mry MOM7M by me • UMW, my shr IT49.7kLAILOL917911=111.11.1ORIZNAIDIMHICIIHRIKI Mory. Mmeniaim anyl NM I om a duly Hokonson Anderson Assoc, Inc. STREET AND 29 10/1 ,tr," }W. . 9 7 ' "" ..... " OM Civil Engineers and Lond Surveyors STORM SEWER PLAN 0 909 DIAS 1/30/09 IM 3501 Thurston 9, /data. Ihnoesolo 55303 al key .1. MM - ItYMom .. D 3 °" i ' id LF: : .i -': . ‘ . RAI9 ru JO. 763 ruc 763 9.9..199.99as IAACIVER AVE. NE & 70TH ST. NE 92 om RAmy_ym* mets \ My909356 01356 avv.hokonson-orulerson.corn ON ME GREAT RIVF.R ROAD IMPROVEMENT PROJECT 09-03 5.99,5 70TH STREET LEGEND j S C ONSTRUCT 7 f i .'.-'..1'I GRAVEL RU ORNE f i �/�]T/ CONSTRUCT 6. 1 • I 1 r////! THICK CONC..0RK 1 I . 1 J OI�s�,� C ONSTRUCT 2 1 3 . �_�� T HICK BIT. DRNE ' i [ FUTURE 28 FT 8 -5 ROAD I 0 I END BITUMINOUS a []1 I FUTURE ROAD I CBMH 723 1 C8 725 (FUTURE) e.o0 1 . _ _ GOO �_ 5.0( 1 4400 - vs., •. i I II CBMH 722 CBMH 726 (FUTURE) 1.I STA. 3415 BEGIN CONSTRUCTION — .. — .. — .. — .. — .. — .. — • . — .. — .. — . I 1: — — .. — •• . . — STA. 4+00 BEGIN BITUMINOUS AND CURB & GLITTER STORM SEWER II FUTURE 28 FT B -B ROAD -I } \ (BT OTHERS) } ./ W I, K END BITU � ; ' STUB 722n (IV PLUG) x e-' \ /Y5 t / M 7 ` ``C+ / I / ' Ill x 1 oe o m o0 • 'SEE SHEET 38A FOR INTERSECTION DETAILS' SGLE 01 LET - - - 'SEE' SHEET 01' FOR 'ADDITIONAL'. STOMA' .SEWER' PROFILES' ' 970 970 965 PROPOSED CL PROFILE 965 / NNRE 796LF 15' RCP 960 -1.65% — _ _ (CL 5) 0 0.60% 960 • i' ; ®bra 3 :.; =xuO : > -: , # :., . .,. :; 1 ALF 19' RCP FUTURE STORM SEWER 955 /� (CL 5) • 0.60% -_ 955 $ ' 00 -a 4 950 EXISTING i PROFILE PROPOSED Q SUBCRADE PROFILE E n A r . a 950 i P e 3 _ e. n$ . 2 0 u • ZWa__ zi Et -glvz' 4.¢ZZZ 2 945 945 940 940 935 935 . 930 930 -o a 0 7 6 5 4 3 DATE REVISION I Mnq x.14, Ool wx w...6.xea61 ®1. CRY Oe STRE AND 6XCQ I J O- SMN H a Anderson Assoc., Inc. ea 0u5 1/10/04 CR AV E & 7DTH ST. NE 92 gmxt. nt to %G Lk. (LEN OT3 56 wkhoLanson onaenon.<om ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 -01 SKErs , 1 • Lu Z I z 1 • • /" NI w w 1 a , > Q I ,0 • 0 to A W Lu 5WA V a O 1 0 O m ct • . 0 1 16 +22.70 J 1 16 +48.59 52.34' RT (X 74+47.60 53.54' RT 53.61' RT ! Q TC =951.16 5 +05.70 ,- 962.69 TC =962.69 TC =951.16 1 52.46' RT ( b _. 16+80.73 - -. °.� O9 5 +35.70 15 +9271 53.00' RT 96�'• / 4 +47.60 53.00' RT I • ^' 53.00' . RT 53.00' RT I N° I 9° 11.2 - -o JO' �• I rig V O e ° ' X0 • 15 +92 0 40 Vp 9 C 16 +80.73 4 �'IS 1 .71 5 +35.70 /1. TC m0951R45� ‘•° �� Ls4647 23.00' RT - TC= 0 961R71� ' I 2300 RT y TC= 951.98 4 +70.51 A 6y " •O TC= 963.16 O 30:42' RT ' 1 1.65Y. (MID RAD). TC= 962.55 0.60% • LOW POINT 951 I V TIPOUT CURB 17+00 0 9615 ° 0 963 177.60 V I o • 9- 16+80.73 16 +35.58 J I N r -5 +35.16 4 +91.41 /1‘.4 _4 +47.16 ELEV. 951 961.7} ELEV. 962. 7 0TH STREET y ti9 15 +90.93 96318 1A 4 +70.51 ,, 70TH STREET O 23_0 LT O 30.42' LT x ° ' . 60 9 � _\ (MID =9 840) 6 • 1 e \ / TC 61.8 // 4 A) s \\ �^ • 4 A J / C ep b , HIGH POINT a � • • 16 +78.94) 199 I • I +47.16 16 +7 23.00' LT 1 4 I 5 +35.16 1 1 23.00' LT 23.00' .46 • ° y TC= 963.17 ry� ' i I TC =961.72 ,,••••\'''') O 7 < tio. O se 41, • A � Off• 6 y ry ; i JO. 16 +78.94 1I .. - i 53:00' LT 11 11 .1 15 +90.93 5 +35.16 I r , " 4 +47.16 _ 1 1 1 I 53.00' LT 53.00' LT 1 r T 53.00' LT - - 53.37' LT � r r I Q I 53.37' LT 5 +05.16 +77.16 - I ( 's I TC =951.09 52.86' LT i r 53.14' LT 16 +48.94 I a1 I TC- 961.60 o r TC= 961.60 52.84' LT 1 1 I N � I TC =951.09 / r t I I .! 1 • .. r r DATE REVISION I sone, c•na7 hat u.1 Pen. ,ac..celOn. MOO ¢ SMET NEMEMITMEEEM :X: .e,l' �" e7 r S. [ITT Or IUti Hakanson Anderson Assoc., Inc. ECT 00 -03 p¢05 • ` 1 6L ,- 4r 15 RCP (Cl. 5) 0 0 50Z 46LF 15' RCP (0. 5) 0 0.650 945 945 '945 945 461! 15 RCP (CI. 5) 0 0.350 945 851! 15 RCP (CL 5) 0 1.700 39L! 18' RCP (CL 3) O 0.610 l' ` 'l I 611f 1 8r R CP (CL 3) 0 1 660 l - ' I l .�I is I E91f n• RCP (a. � 3) 0 0.230. " 940 940 940 O 940 t 940 c 935 $ 935 ?12.4 935 935 935 x a; ro ' > :;°,' ¢ > le • - z m x• tet n. oe i 8 r ,1 '• :,moe - S . ° . + x a Z 4 S ¢35 1341,E 18 RCP (Cl. 3) 0 0.450 x481! 42- RCP (Cl. 3) 0 0.120 461! 15 RCP (0. 5) 0 0.350 - PI 461E 15' R0' (CI. S) 0 0.350 7 \ `I - 571! 18' RCP (Cl 3) O 2.000 I 461! 15 RCP (CL 5) 0 0.350 551E 15 RCP (CL 5) 0 0.350 1 7___i 935 935 ®� 940 �� lOLF.33 -. RCP .(0..3) 0.0.40E 461! 15' RCP (a. 5) 0 0.350 930 .930 435 ® � 940 I �� 945 • �� I ®i- r m . J� • �� 925 925 „�..x; ,4 930 2 .;gZ . x' g^ 9.35 940 8 g.. m °o p si _ ¢ ° n ' .c i> : :: ' S 930 .;�?.. ` 935 „ . ° 950 - • ` \, 851T 15 RCP (0. 5) 0 1.550 461! 15 RCP (Cl. 5) 0 0.350 945 4 6�f945 RC (Cl. 5) 0 0.360 � - -- 945 461! 1 ttt 5) 0 0.450 1 I a l 531! 21' RCP (13. 3) O 0.650 ' V I Y 1 CONNECT TO E (0. 5) PI S]LF 27 ' RCP (CL 3 0 0.520 S6lf 18' RCP (CI. }) O 0.528 81F N' RCR (tt 5) O 1.070 940 1 940 ®v. 940 940 ® 950 901!i8-. Rc9.( 0..5).o.o.18A • c E^ .935 - 935 935 0 945 AN 28(5'15 -RCP ti (CI.: 5) o 0.000 co 00 n'ae -V.a 0' r' n 3a9 m r e .. - ?t P.2 z . nm x •m . o',m 940 ¢ a w Z Lz ...a» ..s> 4 j ... .. ' `i a ° > m y.... n> n o gzz s db o f z �z u� &S • :o x -PlW ♦ - . s 3 x • - rc 3 DATE REVISION 4 Nee4, ce44y Mal PP ec ,. , Pk.. ep ,I, 00001r 414[1 8!0 O4 Ns Tea LVI50 PLR REVIEW 'ii. e5n n emceed e e • « m7 SMN Hakanson Anderson Assoc., Inc. CRY °P s RE�srrs mR s� h�1Tm srr y ° ° ° ss �� • STORM SEWER PROFILES 40 b w s 1 ' ww U. ''' P. OVL 6 0 Engineers and Lend Surveyors � �• �® c ' ,. f RM 54 5/19/04 3601 0..0 Awe.. Anoka. 46nnes¢o 55303 1AACIVER AVE. NE & 7074 ST. NE p¢ - 'dB* POW0 o ®• 11[ m. 763- 427 -5660 FA• 763 -427 -0520 IMPROVEMENT PROJECT 04 -03 91[ • A �v. ..•K ¢a .e °m .. . ° - 5 0. / � '� 7 m n Z_ RJW 01356 .••.1mYOon- Pndson.<om ON THE GREAT RIVER ROAD • • 70(F 15' RCP (C 5) O 7.000 54LF •5' RCP• (C1.• 5) 0 .0:350 461f 15' RCP (CL 5) 0 0.350 461f IS' RCP (CL 5) O 0.340 T 770 15 Rcr (CL 5) O 0.3575 950 1 1v i 47Lf 24' RCP (9 O 0.167E I 8 F 38' RCP (CL J) O 0.170 - 34LF 14' RCP (CI 5) 0 0.710 A ® �; I ...... I 945 945 ONO.' 950 • - • iiilienin 945 ;� , • • °^ 940 940 I� 940 • 945 1�1,�0 _ m^ o 940 0., -1,70.2z, ^n : n m + :>>.. �., • 935 _ •• : _ g : :: 8.;h 935 930 990 _ �>> ;WI 940 • ` >. 3 &e ? ZZ w iz» g zz 955 905 Ray IV RCP (CL 5) 0 0.35 46(1.15' RCP. (CI 5) -O 0.350 955 201f 15' RCP (tt 5) 0 0.450 2610 15' RCP (tt 5) O 0.350 950 161., 1s' RCP (CL s) 930 a_ 46Lf 15' RCP (CL 5)0 0351 ..e .1.73 0 950 950 la • 960 1�1 9 • 945 445 ` 995 ... 945 955 940 ^ :: K .. - �� r _...._ .R o.... ° z4 — k?.-2- 950 u r' i � +�i i LI :gz 46' nAALA ee - CRAZE f0+ C°AVAIENIj 1 PRECAST YANnpE SECTIONS I NAALA 46 -37 CRATE (OR EOW VULNE) I 1 r I PRECAST YARN[ SECTIONS 04ER4LO2 ELEV. 941.0 RCP CUTLET PIPE 0 ELEV, 933.0 •'I RCP O0TLC1 PNF 9 0U' TB" RCP 0 0.10.L CRYAL w TER NORMAL WATER I 10 EES el EtEVAR 2 O 9vv.2 v urv.9.A.2 N YN:I ELEVATX7N eJ].Sq FLOW v -A l w V.93130 •2.7 15" RCP 0 0.30X RCP INLET PIPE • 2047 IV 0(P 0 0.000 INTEGRAL BASE RCP 5 1 PIPE TQF 15" RCP 0 GLOM WTECRAL BASE SKIMMER STRUCTURE /{1 SKIMMER STRUCTURE #2 ' Nom N9 sc,.E N T P2 TK 00 02441. NINA 490,t e[ AT .eO Nam STO. E KU i Yr. • MC Mu i "VA STOb Gybe Otv.np, (044.41). M OKRtto• T.t8VANN SM.. BC .T 0 .00K liYr. KNT 0EVADON 1sN.001. DATE REVISION I INe.ee 44.B the 1Na M wwc" 0300e. u7tS1E WYiFlil9L'i:74'31 " rep. LI . 7,�g1:0aL'(i v+.c �' wu 1nm d r o my SYN >ft. eriraAi... O == .IIL•I itglaseis e gi•m w'«y.• . f r•, w „ . fi n,. � pac Hakanson Anderson Assoc., Inc. X71' oP SKEET . 4 RAA s /19�o4 ]601 r.R Enq;naerR ana Lone s� ayRre ® E� STORM SEWER PROFILES 41 ,: \e w i.-.- TtwWnN M CR, ga04. RC O, Thurston An., Anoka. ISAnesoIe 53303 ,© A Louts- snev.n,.•v 0m. 6 /04 ,' L .. ` NVI 2 63' 427 -5660 FAX 763-A27-0520 NALNER AVE. NE & 70TH ST. NE 92 OT356 ••..hoLwspn- alMenon.com ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 - SIMS • !' E s N f! I -_ I i r s I 1 f_ ' ■ 8 s = a ° I I ® l� Q / f 4 It R A �" '£ P ( Ra -7A ? - IJ — I I g I v -9a ®® i • e i �' © I I Q Nr ° • :I i _ ---1 4 v � !I!! 8 / O 8 • 9�. I I ® " Oh v - -1. , s 1111 1 s'€ : © ° I A 0 N ° C) I c7 MIA _ _ _ . . _ • D o I f� �o I z Z n N v0 0C-ta Fri i •t' g • C v a ";n - I I 40 Fri :e j r • eLi;oN I I I I r __.__.. _. .. _.____ I Ra - }A 111 irso I I I 8 G't ti I I ° 's°_ g P - I - - - • - I I , I - 0 l7 ¥OV 0 -ttl ! i Po U I 1 � i�a !4 ' 1 1 -— - r --7. -::__ . m I N— ® I I s I ) , -ra I © I r -la 1 �.i � v i �, l O , vi-ea 1 S — .. -.._. I p 0a 7 1 ' — 8 o AMIlii © _ l o Z _..— © m - T i z. 3 '� N -; a i Z m >Z �® Q I n a I m I 2. ago _ I /� Iemu. — —_- - -\ u p. , y j I 1 ✓�' rl�.. © I ., 0 Q 8 11 —_.I \ 1\ 0 ' 1 Q I ^ . iii a I I , o -« Li co - —. -I ; �.I t.l4a 1 —!. X N R7 -70 ACA F2 _,-----•<> . — _ , 70TH S 1 „._____ . L. i ......4 1 __.....1._. _: ■ I I I [ 1 1 I ' i. t. 610 ' - , I;IN I ,. 2 : ) 01:1Z • i 1:9i: a O a 0 1 R 0 •1 t. 1 i 1 .. _ .._ .._ .._ .. _ .. Pr t ' • • — • • — • • — • • — • • — • — • • — • • — • • — • • — • • — • • • • — • . °/ .111 _ e T uu 1 31 + „,, 160 , 8 , MMegre■ M Ilig _A-AMPW■ 27100 26+00 III 25.00 24.00 23.00 22+00 21+00 20 00 19.00 la 00 - I i .11.111121I ' t # N , \ ../.4 - 0 0 4 0 1 ,e ,'.. I i © .--- 1 I I I e I i I 1 i I ,,,,”' I i I 1 i • 1-1 ' i • 61 I .- , R1-4 1 . 1 1 1 111 I I 1 1 i ■ 1 1 1 1 1 ■ ! ■ t , ! ■ 1 1 i 1 • ■ 1 1 —.--- 70111 STREET — , • . 1 ■ cr r .._..._,__r, _._.I ,-, __I I 1 .., s' --j i _... I 1 7 I I 1:-- id_ _. ,_,, ,. I OE V, L.._ J t LI t 1 m 9 C g FUTURE STOP SIGN 2 ... 5 fil 0 0 gl .. (BY OTHERS) K ..._.. .. .2 % 2 i %+ 17.00 ' ON . 6/00 I 5.04) $1•00 13.00 $2.00 II. 00 10.00 AW.E.I.Ir 6.00 2 •00 6.00 5.,00 tpo -----"\ II ....._______________ •• _•••. •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• ••_•• •• •• •• •• •• •• •• •• •• •• •• •• : i • .• •• • .. _•,,,,•; 1 zi , ::1; ,.., i ; FUTURE STOP SIGN RI —. : I (BY OTHERS) "II -----, - el ----- ' :---- ...____ --. .. 7 ....6••=6...;;;;.. - ,..-- - ,•. - .-cerv-=,•,e-A - c., - -;;;; ' ' • •' , /,. /.. . -.. —ece-rs...-7:-.7.,..7..-7-E.IP...+.3.31,67.6':+44..6.3 \ i .. . ., . u . •' • --. ••. :'••••• ‘‘. e .. t 1 ii <...... • e / ? 1 1 /-- , / , .. , . 30 0 SO 100 l''. SCALE we EMI SALE, ME RE 1 Nemo, rvrtee, mot tr. Aeon. asee:fieelAn. Moan C7TY OF SIGNING AND at rvoon rvs orvoArve ol "A . ''''.' ' SIAN Hakanson Anderson Ass Inc. 51 OTSEGO pAvEmENT MARKING PLANS ne ■Till Crvil Engineers ond Loncl Surveyors Cil ADS 1/30/04 3E431 lnurston 6.4.. Anoka. Menneseto 55303 WCWER AVE. NE & 70TH ST. NE 92 74.;.+10 Ar Nit A 4 ,... . - Mos R. RI . 763-427-5860 rea 753-427-0520 ftsAN.A.."..A.1 11APROVEMENT PROJECI 04-03 SHEETS ON THE GREAT R/VER ROAD .r” '... -, ..t.. c.. ,k..-..26052 ELM OT356 .....10.1nsOn-Ondets..Com ir • 4 +91.41 (� 1 1 I. ROW MARIIN PARus AMOR LEFT 4140 0 RENT ROw 9641 -_ I I I _._ I 1_- 96e 6+50 . NNRE RO6D_ - _ _ _ • I I y ROW ROW -60 _ I n 1 9 -- _ -._ - ___ -. -_ .___ 1 __ _ - -. -_ __ _ r _�. -.. _ -__ __ -. 960 • 960 I i . _.-- w I . 1 - - 1 960 f } _ � __ I -�_ - 1 u �w —� —_. i I I I I '� 1 _�- ___� -___d I -40 -20 m 0 20 40 60 a0 SB -1 - -_ ,�_m a -... I ___ __ _- _ I__ I I y aL i i - - I -60 -40 -20 0 20 e0 60 60 4 +50 ROW O 9641 _ f 1 1 1 I 1 r 1 ROW 1964 6 +27.08 ■ -_4- I + -- b -r .1 -I 960 - -i - _ I I 1 I 1 960 95D ROW 1 1 1 I I I E 1 - 4+00 � ROW 1 1960 71 1 I 1 ilia' L_ , I I 1 � _ }0 4D so eo _ � _ . " 1 1r -- _- I m_- 1 __ TM ROW - Row 964 6 +00 954 _ - . _ 1 L i 6 AOw _____—_---t— __-- ___ — I - -_"— I 1 1_ I I 9 I RUN I _ _ I ______ _______ _ ! - 117111_1 ___- 1- 960 b0 960 1 —� . .,. -.___- 96D L _ _�_ —. ___ - - -� � �_ 1 _ I I Eli! I _� - � 1 -_ 1 I I 1 I I n 1 °m Ii = _� - J 956 - -40 -20 0 20 40 60 54 -50 -40 -20 P O 20 40 60 BD 3 +50 5 +50 ROW • - jTTP. ALL SCCOONS) ROW 500 04 -_ . I II � I ' I I - - - - T - i d 1 --r -- - 961 Ew .. _. -- - .._ _._. 964 9 _1_ - -_..—,.._=__. - _ _ ; —__. - - . .._ - - -__ 0 1 BO !- 1 i I 96 I- 1 E I _ -L - -- 1 I � - ( ____i._ 960 I I -.- I - _ � _ _1? 1 1 -60 -40 -20 m 0 20 40 60 60 • -60 -40 -20 0 20 40 60 X - 5 +00 3+00 964 Row 1 _____ ROW 1 -1964 Row I - -- _ 1 - -__,�' —ter _ - -_ 964 •.•^.•,,__ .A I 4 9 ___ -____ -_ -_ -_ - -60 -40 -20 4rI . — _ + ____ • I 1 L i 0 20 40 60 60 -60 - 0 -20 0 20 40 60 60 OATS REVISION ' IOW R - OP 56551 SNN Hakanson E Anderson Assoc., Inc. r----(yrscn, CROSS SECTIONS xao EGo wo• o9c Gdl nglnevro and Land s•.rver =n 70TH STREET 0 RAA 3/26/04 3601 Thurston Awe.. Mao. Risumaio 55303 4!;a•+eTM_4Vw v. NACNER AVE NE do 70TH ST. NE 92 a m09. rO WI. 660 F. 763 427 - 0520 - too.\01T5e \M\m +•4- IVTM-•sv -e 763 427 - 5 RJW OT356 wr.la4onson- a6lerson.com ON THE GREAT RIVER ROAD CITY 09 OTSEGO. MINNESOTA SIGE15 • • 9+00 RON ROw 1 0+ 55.34 1 ! . - -W. ____ I 1 --- -- I — 1 — - I -- 1 . -- - I . - - - 1 i 1 J ,- - - - ='-';'' -- ,- - - -- -------- .:._.., - _: 956 - - --• • • - •- , - 6 - 1 _- ---- _ I --- - . -- 1 ------ ! "6 942 i --- - - I - ---- - - "I • ... _ 0 . ,... -. ---- • --------- _ -60 -40 -20 0 20 60 ao :14i -60 - 40 -20 0 40 60 150 8+50 ROW _ .1 ROW 10+50 1 -r , 1 ! • ' I I I 1 [-- ---TF 1 i ...7 ------- T. -- ;7'7 7_74 -. I I i ---- ----------- / I 1 , . e . -- -- -60 -40 -20 0 20 40 60 80 1 , .I_ -1 . r2 ' ---- 7 --------- - - - - 4 i -L. I J 952 -60 -40 -20 0 20 . 60 ao 8+00 ROB 1 0+ 00 • 95 .-...--4..--- . . I -I- -r"1----':'''''I• ' -- - 95• IL - r - 7 ---- T i - T 1 I - I 1 _____; - -- ---- 1- • 1 ---I 955 I L — •-•-•••• - ir I I L J I 7 f',!1:1:' :-_-------'• --- L, --- •, _,,,,-, -20 20 40 60 50 1 i L - 7 ----- 1 --- - i 952 1 ---- -60 - 40 - 20 0 20 40 60 80 • • 7+50 9+50 — r ,__ , -1 ROW — 1 - I T ,_ - "I' -----r--- --] - I --- ---- / -1- -- - -I ■ 1 11-T--T -- ! - --- _ - ___.: -- _ --i..-_ --- r , --------- -,-- . _ , ,. - 4 ^IS. -- r --r-- 1 ------ ----- , i i .._..I I 1 ":■•■ I?. i T _ -1 —1952 952 , -7" i I - t ...0 es? 20 40 60 50 -80 -20 0 20 40 60 BO 7+00 9+28.09 960 • • - 66 "! --y- • ,- , , I • 1 I • 1 .110w _ — 960 __ _120w • , ROW 1 - • [ IT I ! I I 1956 956 [ ..,..• , ..... ----,_%=-.- --- , ---- --- , -1 --I-- !, .,,,,, , ' - --i • 4 -I-- - 1.56 r ..- -1- .,. __L. _ - r 7. ,.., ---- _ _ - _,. ---- J ---------- L --------- --- r_ ---- ---- ------ L- -. _ - - ---------------- J 9. ,.:::____ - -40 - 0 20 40 50 BO -80 60 1 L I - 0 .. 1 20 1 I . ----- eo . '952 DATE REVISION SKEET CITY OF MaMEUMEM:=3=CEUEMMEMErOME= 51.16 Hakanson Anderson Assoc., Inc. CROSS SECTIONS X31 malt nolD Engineers and Land Surveyors OTSEGO 70TH STREET CI WM 3/26/04 i 5601 Thurston Ave.. Anon. ■Coneseto 55303 . O. tool II .50.• II 763-427-5860 620 763 444o4N44A1=4AaNsANI 540465. 46 CITY OF OTSEGO. IAINNESOTA RJW 07356 ww,hananson-enderson.corn ON THE GREAT RIV 1AACIVER AVE. NE & 70TH ST NE 92 ER ROAD SHEETS ■ 1 12 +50 14 +00 960 -- PO —_ -- '— _ - -_ RON 960 _ ROW _. ROw __ -_ - -. - - -, r— __ - 956 -__ ' - ____- . -_ - -_ _ __ __ -__ 6 i I - 1 956 - _ _- _... �_- __ - -_ -.- y16 ____ ._ ___ -__ I .__--- �.____�,- _- _-___�_._ -_. ____ 1 - (TW. ALL SECIICWS) ( -- _ —_— - -_- -_- 951 -_ - i - - 951 952 -- - . -- - - -_ _ —_- - 9!1 -_ -_ -_ ( I - -� -60 -90 -20 m o p 10 90 80 BO -6O -90 -20 p 0 2D 90 60 80 12 +00 - 13 +50 RQW - -- ROW ROW ROW 960_ -- _ -._._ __' ='__ _ -_ i - 960 9561 - -- — ; l 956 956 ...- . -_ - -- -_ ^ ^ ' ' I ' (7VP, SECOONS)�`W __ —H56 952 __ n__ �___.{ -_ _ --------- . - - - -- - i 1 -- m° I 1 I ( 952 w n -60 -90 -20 0 20 90 6O BO 952 -- - _ -60 -90 -20 p 0 20 90 80 B0952 13 +24.34 11 + 50 Row Row 960 -R - ROW , 960 956 - - - --I 1 958 - - - -- ' - ___ _. _ -- .___ - -- _ -� =- - 958 9!1 _- - __ - - -- -_ I i I I I ' I R +� - -- 80 -90 -20 p O p 1 90 fi0 BO 952 -- -_ -60 -90 -20 0 20 90 60 80 13 +00 1 1 + 00 960 -- R.OW ___ __ RON - -_. 960 980 - -RO= -' _ _ RD - -- 960 -- .- . �_._.__._._, -._. _ -.___ - I . -._ I _- I -- I -- ._.__. _.__- �._ -_ -- _ 956 -� 1 _ 6 956_ -._- - 6' .. - - ____858 ._ _.I __________ _______ _____ _ ___ -- - - -__ _ - ° _. - -.- _ - -. - H12._ -_ —_ -- i I J I ' -- -_ I 1951 950 `60 -90 952 - - _ "- I I �` �— - __._. —J -20 0 20 90 68 80 -60 -90 -20 p o p 20 I 0 60 80 DATE REVISION - OS90 w. - - 7 UVU}E {:!11[{1.1:U17:T1� {,1:4Y1: 111 {I[�]i:�Y1:Ifi�711:i1:Ii:if_1yY SMN [I2y OP SRECT Hakanson Anderson Assoc., Inc. ®� „® CROSS SECTIONS xae '6Y[: CIVO Eng4nean 0na land 50ney0n I 70TH STREET m p• RM 3/26/09 3601 Tzt A..., Anoka. Yimn61R 55303 1MCNER AVE. NE do 70TH 5T. NE p�MM - mm. 0.119 nE wt 763 -927 -5880 EAx 763_927 -0520 92 ..w- yaa...m.- 9RanouseW.9 \max- mn -.6 «9 RJw 01356 ...Iwkonson ^Rn 11113 .10m ON THE GREAT RIVER ROAD Cltt Of' O75EG0. MINNESOTA ygElS • 16 +00 • ROW ROW . I .. ._......... _ _ • .. . _.. .. _ 2 - 9521 916.. -.. _ .._.. ._... __._ I 96 -60 -40 -20 0 20 40 60 60 • 15 +50 956 ......_....._ROM ......_._. . ..... _...., ... ... !.. _ .. .. �._ . .. ,._ .... . . .. . __._ . _... .. _ .. .. .... .. .... ._ROW ........ _ _... _.... : 956 ! ":r J I _ - ......._. .... _ ii. ........ ...... .......... .__. _.......... _ ._....... _..... 948 20 -60 -40 -20 0 20 40 60 °O • 15+00 956 _.... _. �.. -_. ... r .._. __.. _........... .. .._......ROW ._..__ ... .. _. T • -60 -40 -20 - 0 20 w 60 e 48 • 14 +50 B 56 I . T ._ .. ...._ .............. .. . _.. - -- -_ - R . _... _.. _ __....__ • - _ r ; 956 .._ _ - - -- - - -- - - - - - - I I - 952I- -- -.. ........ -I_..._.._. . .. ..... . _ _._ _ .....__1 �... ._ .. ... - ... . . 952 -60 -40 -20 0 20 40 60 60 DATE REVISION A1�W - 5MN Hakanson Anderson Assoc., Inc. E"'' °E �"" ® W t. . + u Eny nen STrve >R CROSS SECTIONS X33 RAA • 3/26/OA 1 tnurMRn M e., R.. R An9 b. ERne umA COm ssw.s l 70TH STREET m b 261 - .zT - MACNER AVE. NE & 70TH ST, NE •! -R4w s . . -mw \arose \.- aWmx- mm_ne_, 5660 f/.c 261 -<2) -0]20 92 RE. �RJW Ot156 ,MLRnspn- aMRrson.cRrn ON THE GREAT TOTER ft0A0 CITY DE OTSEGO. MINNESOTA ,5 • ITEM 8=2 Mn /DOT 1P-2184 -02 (5183) Page of 1 State of Mlmesota Department of Transportation CHANGE ORDER #3 Contractor: Buffalo Bituminous. Inc. S.P. No. N/A Address: 2852 Co, Rd. 12 N., Box 337 F.P. No. N/A Buffalo. MN 55313 Location: Maciver Avenue NE and 70' Street NE Contract No. N/A In accordance with the terms of this Contract, you are hereby authorized and Instructed t perform the Work as altered by the foilowing provisions' Fill slopes on Maciver Ave NE at 75 Street NE. Dispose of excess black dirt by constructing berms at south end of Maciver Ave NE. Remove muck from utility trench on CSAH 37. ESTIMATE OF COST • Added Items ITEM NO. ITEM NAME UNIT QUANTITY UNIT PRICE AMOUNT 1 Fill Slopes and Build Berms LS 1 $9,674.50 $9,674,50 2 Remove Muck From Utility Trench LS 1 $3,620.50 $3,62050 3 Dig Down to Ppe to Drain Pond LS 1 _ $1,763.25 $1,763,25 ^-iginal Contract Amount $2,558,910.34 proved Change Orders ( #1 and #2) $174,639.90 Change in Contract due to this Change Order $15,058.25 Total Contract Amount $2,748,608.49 Issued by: Project Engineer Date t Approved by: Ots go City Offi la! Date Accepted y. r I ' :tidell...-- Contractor's Authorize Representative Date CHANGE IN CONTRACT TIME Due to this change, the Contract Time: r l ❑ is Increased by Working pays ❑ Is Decreased by Calendar Days CII u5 not changed. ❑ May be revised if the work affected the controlling operation. • Pay Estimate No, 4 City of Otsego Improvement Project 0403 Maciver Avenue and 70th Street NE • April 1, 2005 Honorable Mayor& City Council ' City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 • RE; MAC AVENUE AND 70TH STREET NE Contractor_ Buffalo Bituminous Contract Amount; $2,748,608.49 Award Date: July 14, 2004 Completion Dates: November 24, 2004 (Phase 1 and 2); August 1, 2005 (Phase 3); July 1, 2006 (Final) Dear Council Members; The following work has been completed on the above- referenced project Bid Schedule "A" - Streets Item Estimated Contract Contract Used to No. Desert •tlon Quanti Unit Price Amount Date Extension 1 Mobilization 1 LS , 55,000,00 55,000.00 1.0 55,000.00 2 Field Office Toe D 1 EACH, 51.00 51,00 1 S1.00 3 Clearing and Grubbing 1 L5 51.00 51.00 50.00, 4 Remove Concrete Culvert 15' -18'" 178 LF 56.00 81.056.00 225 1 350.00 5 Remove Metal Culvert (12"•18"; , 463 LF $4.00 31.852,00 273.5 51,094.00 6 Remove Drain Tile 100 LF $4.00' 5400,00 ' 50.00 7 Remove Wire Post Fence 730 LF 51,25 5912.50 2,021 32,626.25' 8 Remove Concrete Driveway Pavemeni 100 SF 31.00 5100.00 30.00 9 Remove Bituminous Pavement 1,400 SY 32,50 33,500.00 30,00 10 Remove Se . tic S : , - m 1 EACH 500.00 3500.00 .0.00 11 Remove Sign 14 EACH 520.00 5280.00 6 5120.00 12 Saw(: Concrete Pavement Full De •th' 18 LF 56.00 .108,00 50.00 13 Sawing Bit Pavement (Full Depth) 965 LF 2.75 52,653.75 50.00 14 Salvage 60" Concrete Pipe Storm Sewer ' 60 LF 58.50 5510,00 50.00 15 Remove Retaining Wall 312 SF 54.50 51,404.00 312 $1,404.00 o 16 Selve,e Si, 7 EACH • '0.00 5140.00 8 5160.00 17 Common Excavation P 74,510 CY 53.19 5237.686.80 54,000 172.260.00 18 Muds Excavation 38,550 CY 33.22 3124 131.00 42,123 135,836,06 19 Common Borrow (LV) 1,000 CY $7.00 57 000.00 502 $3.934.00 20 Salvage Aggregate To Stockpile (SV) 11,000 CY 51.00 511,000.00 9,000 $9.000.00 21 Salve : e • : , . • ate From Stoc Ile SV` 11,000- CY ' $1.50 518,500.00 3,000 54,500.00 22 Salvo , To . soil To Ste- • la L 18 CY 31.00 518.850.00 18 000 $16,000, 00 e 23 Salve! e To soil From Sto •Ae LV 18,950 CY 31.50 • .425.00 6 665 58.797.50 24 Topsoil Borrow (LV) 1,000 CY 53.00 $3,000.00 50.00 25 Gravel Driveway Restoration w/Salvaged CL 5 (6" _ 800 SY 22.26 31;800.00 20.00 26 Class 3/4 Modified Aggregate Base 86,500 TON 54.90 $472.850.00 61,091 5288,345.90 27 Class 5 • • • = rate Base 100% Crushed' 26,750 TON 311,20 3299.600.00 16 658 5186,589.80 28 MB Bituminous Surface (2 210 SY $3.00 3630.00 50.00 29 Bltumincus Drivew: Pavement 2.5" Thick' 110 SY $5.75 .632.50 30.00 30 4. a LV 4 Wearinr Course Mixture B' 1,760 TON 538.50 357 375,00 50.00 31 Type MV 4 Wearing Course Mixture (B; 7,100 TON 532.00 3227.200.00 50.00 32 Type MV 3 Non - Wearing Course Mixture (B• 8,900 TON 530,00 3267.000.00 6,477 5194.310.00 33 Bituminous Material For Tack Coal 3.260 GAL $1.00 33,260.00 100 5100.00 34 Permeable A, ! re, ate Base PA.B. Drain ` 28 EACH 5390.00 510,920.00' 14 $5,460.00 35 Drain Tile 600 LF 88.50 55,100.00. 332 52,822.00 35 2" Po Lo ne Insulation * 50 SY 0.00 51,000.00 42.7 $854.00 37 Ad uat Frame & RI : Castro• 4 EACH 5400.00 51,600,00 30.00 38 Concrete Curb & Gutter Desk n 8616 23,800 LF 57.31 3173,970,00 14 966.0 , 5109 401.46 (Continued on Next Page) Page 1 of 4 1 Pay Estimate No. 4 City of Otsego Improvement Project 04 Maciver Avenue and 70th Street NE 8%d Schedule "A"- Streets (Contlnuea ) Item Estimated Contrail Contract Used to ' No. Description i Quantity Unit Price Amount Data Extension 39 6" Concrete Driveway Pavemenl 70 SY 334,02' 52.381.40 50.00 40 6" Concrete Valley Gutter 558 SY 339.04 521,706.24 593 523.150.72 41 6" Concrete Driveway Apron 95 SY 533,77, 53,208.15 39.4 51,330,54 42 Traffic Control 1 LS 54.900.00 $4.900.00 0.5 $2.450,00 43 S • Panels, A. - C 380 SF . 7.50 510,450.00 168.0 ' 54,620,00 44 Pavement Mes a e (LEFT ARROW) Ep4x1 3 EACH 5125.00 5376,00 50.00 45 Pavement Massage /RIGHT ARROW) Epos) 6 EACH $125.00 5750.00 $0.00 46 Pavement Message (STRAIGHT ARROW)Epoxi , , 3 EACH 5125.00 5375.00 50,00 47 Pavement Massa, a ONL E • o 13 EACH 5175.00 52,275.00 .0.00 48 Pavement Massa e e LEFT -THRU ARROW 5.0 1 EACH 5175.00 5175.00 30.00 49 4" Double Solid Line Yellow- Paint 12,125 LF 50.20 52,425.00 50.00 50 4" Double Solid Line Yellow- Epoxy 12,126 LF $0.34 34,122.50 5 51 '4" S011d Una White - E • o 23,800 LF $0.1 34,046.00 ' 50.00 52 12' Solid Line White - Epoxy 700 LF $4.50 53,150.00 50.00 53 24" Solid Line White - Epoxy 168 LF $7,00 51,176.00 50.00 I 54 Silt Fence, I. •, Machine Sliced 8,152 LF 51.45 511,820.40 5.925 58 591.25 55 Seeding - Type Lawn Restoration 14 ACRE $85.00 31,190,00 50.00 56 Seedln- Mixture - 608 2 070 LBS $2.25 $4.857.50 $0.00 67 Eroalon Control Blankets Cataory 1 4,500 SY 51.15 $5.176.00 50.00 58 Commercial Fertilizer, 10-10-1C 6,875 LBS 30.20 51,375.00 50.00 59 Mulch Material T . e 1 31 TON 5155.00 54 805.00 13.4 32 077.00 Total Bid Schedule "A" 52,088 $1 02,865.26 Bid Schedule °8` - Storm Sewer _ Item Estimated Contrast ' Contract Used to No. Description Quentl Unit Price Amount Date Extension 1 15" RC Pipe Apron 6 EACH 3285.00 31.710,00 2 $570.00 2 18" RC Pte Apron 5 EACH 3310.00 31,550.00 3 5830.00 3 27" RC Pipe Apron wrTrash Guard 2 EACH 3820.00 $1,640.00 1 5820.00 4 42" RC PI • o A • run 1 EACH .835.00 5835.00 $0.00 5 88" $ •an RC P1•e -Arch Culy 105 LF $230.00 $24,150.00 30.00 6 88" S • an RC P1. e -Arch A ion 2 EACH $1.980.00 53,920.00 50.00 7 15" RC Pipe Sewer Dead 3006 CL V (all depths) 3,970 LF 521.50 $85,355.00 3068 385,962.00 8 18" RC Pipe Sewer Design 3006 CL III (all depths) 1,525 LF 528.00 542.700.00 1035 $28.980.00 9 21" RC Pipe Sewer Design 3006 CL III (all depths) 805 LF 53'1.00 $24,953.00 472 _ $14,632.00 10 24° RC PI. e Sewer Desl, n 3006 CL III all de • the 1,340 LF ^ 532,50 $43,550.00 1231 540,007.50 11 27" RC PI -e Sewer Desi. n 3006 CL III ell de • the 380 LF $39.00 514,820.00 312 512,168.00 12 36" - C Pipe Sewer Design 3006 CL IIliaII depths) 1.785 LF 555.00 595,425.00 1683 $92,565.00 13 42" RC Pi.e Sewer Desl_n 3006 CL 111 011 de•ti,s 335 LF $72.50 324,287.50 221 316 022.50 14 Connect to Existing Storm Sewer \ 7 EACH 5300.00 $2.100.00 4 $1,200.00 15 Construct Drainage Structure 2' x 3' 23 EACH $987.00 522.7 14 513,818.00 16 Construct Drains,e Structure Deei -n 45" 4020 30 EACH 51,290.00 538,700.00 21 527,090.00 17 Construct Drainage Structure Design 54" 4020 1 EACH 51,577.00 51,577.00 50.00 18 Construct Drains -e Structure Des1_n 60" 4020 7 EACH 52,260.00 ' 315,820,00 7 515 820.00 19 Construct Drainage Struct ne Design 66" 4020 2 EACH 33,172.00 56,344.00 2 $8,344.00 20 Construct Dralna -e Structure De8I. n 72" 4020 1 EACH 52,777.00 32,777.00 1 $2,777.00 21 Construct Drainage Structure Design 84" 4020 1 EACH 53.442,00 53,442.00 $0.00 22 Construct Dralna - Structure Design 120 "4020 1 EACH 55.595.00 35,595.00 1 $5,595.00 23 Construct Skimmer Structure 2 EACH $1,581.00 $3,162.00 50.00 24 Random RI • ra • Class III 80 CY 540.00 33.200.00 30.8 $1,23200 Total Bid Schedule °B" $470,315.50 5:146,533.00 Page 2 of 4 Pay Estimate No. 4 City of Otsego Improvement Project 04.03 Macivar Avenue and 70th Street NE Chan. a Order No. 1 Item Estimated - Contract Contract Used to ' No. Descri • Ilion Quanti Unit Price Amount Data Extension 1 8' PVC Sanitary Sewer SDR 35, 12 -16 Deep 120 LF 536.74 54,408.80 120 54.408.80 2 Construct Sanitary Sewer Manhole, X12' Dew 1 EAC $3.180.00 .$3,180.00 1 $3.180.00 3 Manhole Overdepth 3.1 VF _ 5146.00 5462.60 3.1 5452.60 4 8" PVC Plug 2 EACH 576.00 $152,00 2 5152.00 5 B" DIP Watermaln, CL 52 ' 124 LF _ 542.00 55,208.00 123 55,166,00 6 DIP Fittings 275 LBS $4.60 51,265.00 124 5570.40 7 11 • rant w/ Gate Valve 1 EACH 53,305.00 53.305.00 1 $3.305 00 8 Remove Concrete Culver: (12 " - 18"; 84 , LF 56.00 5604.00 70 $420.00 9 18" RC Pipe Apron 4 EACH 5285.00 51,140.00 4 51,140.00 10 15" RC Plpe Sewer Design 3008 CL V (12'-18; 84 LF 521,50 51,806.00 72 _ 51.548.00 11 Additional Traffic Control 1 LS 53,038,00 $3.038.00 0.5 $1 519.00 12 2 Polysyrene 7,1 SY 520.00 5142.00 7.1 5142.00 13 Remove Wire Post Fence 393 LF , 51.25 548125 393 5491.25 14 Sawin• Bituminous Pavement Full De.th' 1750 LF $2.75 54,812.50 50.00 15 Common FXCavatfon P 600 CY 53.19 1 914.00 600 51,814.00 16 Common BorrowiLV) 2500 CY 57.00 517,500.00 2500 $17,500.00 17 'Selvage Topsoil to Stockpile (LV) 1968 CY 51.00 $1,888.00 1968 51,960.00 18 Salve e e T • • oil from Sto • Ile LV' ' 1968 CY 51.50 52,952.00 1968 52 962.00 19 Class 5 Aggregate Base (100% Crushed; 2690 TON 511.20 529,456.00 2440 527,328.00 20 Type MV4 Wearing Course Mixture (B; 540 TON 532.00 517,280,00 50.00 21 Type MV3 Non - Wearing Course Mixture (8' 540 TON $30,00 516,200.00 587 S17,610.00 22 Bituminous Material for Tack Coal 170 GAL 51.00 $170.00" 23 SI Panels T /. - C 16.25 SF $27.50 5446.88 28.8 5790.83 24 Pavement Message (LEFT ARROW) Epox1 4 EACH_ 5125.00 5500.00 50.00 25 Pavement Message (ONLY) Epoxy 4 EACH 5175.00, 5700.00 - 50.00 28 4" Double Solid Llne Yellow - Epoxy 3600 ' LF $0.34 51,224.00 - S0.00 27 4" Solid Una White - Epoxy ' 2625 LF 50.17 5446.25 50.00 28' '24" Solid Line Yellow Crosshatchln; - Paint 700 LF 53.18 52,226.00 50.00 29 Seeding - Type Lawn Restoration 122 ACRE 585.00 5103.70 50.00 30 Seed' , Mixture - 609 185 LBS $225 541625 50.00 31 Commercial Fertilizer, 10-10-1C 610 LBS 5020 5122.00 50.00 32 Mulch Material ]•e 1 2.5 TON 5156.00 5387.50 50.00 Total C °Mar No. 1 $123,917.73 592,557.68 Chance Order No. 2 _ Item Estimated Contract Contract Used to No. Description Quantity Unit Price Amount Date Extension 1 Additional Cleerinz and Gribbin!. 1 L6 ...700.00 54,700.00 1 $4 700.00 2 Additional Storm Sewer Work 1 LS 122.17 59 122.17 1 59,122.17 3 Added Costs for End Dum -in. Class 3/4 A. , . 27000 TON 1,00 527,000.00 16851 $16.857.00 4 Conduit Croseinrge 15 HR 5680,00 59,800.00 7 54,620.00 Total Change Order No. 2 550,722,17 535,299.17 Chan . e Order No. 3 Item Estimated Contract Contract Used to No. Description Quantity Unit Price Amount Data Extension , 1 Fill SIo • es and Build Berms 1 LS 59,674,50 59,674.50 1 $9 674.50 2 Remove Muck From Utility Trench 1 LS 53,620.50 53,620.50 1 5 3,620,50 3 Dlg Down to Pipe to Drain Pond 1 LS 51,763.25 51,763,25 1 31,76325_ Total Change Order No. 3 $16,05825 515.058.25 Page3 ' ITEM 5.6 ORDINANCE NO.: 2005 -06 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA AN ORDINANCE ESTABLISHING RULES AND REGULATIONS FOR USE OF CITY OF OTSEGO PARKS AND TRAILS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Chapter 6 of the Otsego City Code is hereby amended to add the following provisions: SECTION 7 PARK AND TRAIL REGULATIONS Section 6 -7 -1 Application Section 6 -7 -2 Exceptions Section 6 -7 -3 Curfew Section 6 -7 -4 Prohibited Activities Section 6 -7 -5 Liquor Section 6 -7 -6 Animals Section 6 -7 -7 Picnics and Picnic Shelters 6 -7 -1: APPLICATION: This section applies to all City of Otsego parks and trails within the City. 6 -7 -2: EXCEPTIONS: An activity otherwise prohibited by this section may be allowed to occur under any one or more of the following circumstances and upon such terms and conditions as the City Council may prescribe: A. When the activity is conducted by a duly authorized public employee performing a necessary public function. B. When the activity is a specifically authorized exception granted in writing by the City Council. 1 • ITEM 5.6 6 -7 -3 CURFEW: A. No person shall be upon any City of Otsego parks or trails, nor shall any person park a vehicle upon any City park, greenway or parking lot within a City park or greenway between the hours of 11:00 PM and 5:00 AM of the following day. Minors shall be further subject to the restrictions of the juvenile curfew established by Chapter 5, Section 3 of the City Code. B. Use of City of Otsego trails directly adjacent to and within the right -of -way of public streets shall be exempt from the curfew requirement set forth in Section 6 -7 -3.A of this Chapter. 6 -7 -4 PROHIBITED ACTIVITIES: The following activities shall be prohibited upon or within all City of Otsego parks, greenways and trails within the City: A. Injuring Structures. 1. No person shall cut, break, scratch, mark or in any way damage or deface any building, fence, sign, Tamp, flag pole, table, bench, railing, paving, public utility, improvement, facility or other structure, feature or property upon or within any City of Otsego park or trail. 2. No person shall move any bench, table or other equipment, structure or improvement located within any City of Otsego park or trail, except that portable picnic tables may be moved within the designated limits of the picnic area in which they are located. 3. No person shall install upon any City of Otsego park or trail permanent grills, tables, chairs, benches, volleyball, badminton, tennis, or croquet standards, or horseshoe stakes. B. Vegetation. Without specific permission of the City Council, no person shall in any way plant or cut, injure or deface any tree, shrub, or plant upon or within any City of Otsego park or trail. C. Refuse. No person shall deposit, place or leave in any City of Otsego park or trail any paper, rubbish, waste, cans, bottles or refuse of any kind, whether such material is offensive to the senses or injurious to health, except in provided receptacles. Garbage, trash and refuse from activities occurring outside of any City of Otsego park or trail shall not be deposited within any park or trail or any receptacles within any park or trail. 2 ITEM 5.6 D. Signs. No person shall post, glue, tack or otherwise display any sign, placard, banner, advertisement or inscription upon any City of Otsego park or trail. E. Use of Bathroom Facilities. 1. No person shall fail to cooperate in maintaining bathroom facilities within any City of Otsego park or trail in a neat, orderly and sanitary condition. 2. No person over the age of six (6) years shall use bathroom facilities designated for members of the opposite sex. F. Commercial Activities. No person shall sell, rent, lease, or offer for sale, rent or lease any article, thing, service whatsoever upon any City of Otsego park or trail without prior approval of a permit by the City Council. G. Disorderly Conduct. No person shall use threatening, profane, abusive disorderly, insulting or indecent language or commit any act that is a breach of the public peace upon any City of Otsego park or trail. H. Gambling. No person shall gamble upon any City of Otsego park or trail. Fire. No person shall start, maintain or allow to burn any fire upon any City of Otsego park or trail except as allowed by Section 6 -7 -7 of this Chapter. J. Nudity. No person shall be upon any City of Otsego park or trail nude, clad solely in any undergarment or otherwise clothed in such a manner as to expose their buttocks or male or female genitalia. K. Traps. No person shall possess, place or set or cause to be placed or set any trap, trapping device or weapon or shall take or kill any animal within any City of Otsego park or trail. L. Weapons. No person shall discharge any firearm or conduct archery activities within any City of Otsego park or trail. M. Golfing. No person shall engage in golfing practice within any City of Otsego park or trail. N. Motorized Vehicles. No person shall park, drive or move, or cause to be parked, driven or moved, any form of motorized vehicle over, on or across any portion of a City of Otsego park or trail other than on a driveway providing access to or through the park or trail or within a facility designated for parking. 3 ITEM 5.6 O. Watercraft. Except at designated public accesses, no floating devise, boat or other form of watercraft or structure shall be placed on, or rolled, dragged or pushed over, or moored to any structure within any City of Otsego park or trail. P. Fireworks. No person shall fire, discharge or explode any squib, cracker, firecracker or any other thing containing powder or other explosive material upon any City of Otsego park or trail. Q. Swimming. No person shall swim, bathe in or enter any waters upon any City of Otsego park or trail, except in areas designated for such activities by the City Council and posted by signs. 6 -7 -5 ANIMALS: A. No person shall take or allow to be taken upon any City of Otsego park or trail any animal except as provided for by this Section. B. A Domestic animal license issued by a responsible government agency shall be required and permanently affixed to the collar of the domestic animal in such a manner so as to be easily seen at any time that the domestic animal is within the City of Otsego park or trail. C. The domestic animal shall be under restraint and not permitted to run at large at any time within any City of Otsego park or trail. A domestic animal is under restraint when at heel beside a person having custody of it or obedient to that person's command, but not necessarily physical restraint. D. Any female domestic animal in heat or season shall be prohibited from any City of Otsego park or trail. E. Any person having custody of the domestic animal shall have in their immediate physical possession a means to collect and sanitarily dispose of and shall immediately collect and remove any and all feces deposited by the domestic animal within any City of Otsego park or trail. F. Horses shall only be allowed upon City of Otsego parks and trails specifically designated for such use by the City Council. Any person having custody of the domestic animal shall have in their immediate physical possession a means to collect and sanitarily dispose of any and all animal fecal matter and shall immediately collect and remove any and all feces deposited by the horse within any City of Otsego park or trail. 4 ITEM 5.6 6 -7 -6 PICNICS AND PICNIC SHELTERS: A. No person shall use any portion of the picnic areas for the purpose of holding picnics to the unreasonable exclusion of others, nor shall any person use such areas and facilities for an unreasonable length of time if such facilities are crowded, except as may be allowed by the City of Otsego Park Shelter Reservation policies. B. A fire used for culinary purposes may be started and maintained upon any City of Otsego park or trail only in a grill or inside a fire ring designed for such purposes within a designated picnic area. No person shall leave a picnic area before any fire has been completely extinguished and before all garbage, trash and refuse has been place in the receptacles provided. Where no receptacles are provided, all garbage, trash and refuse shall be carried away from the park and shall be properly disposed of elsewhere. C. No person shall leave a picnic area before all garbage, trash and refuse has been place in the receptacles provided. Where no receptacles are provided, all garbage, trash and refuse shall be carried away from the park and shall be properly disposed of elsewhere. Section 2. This Ordinance shall be effective immediately upon its adoption and publication as required by law. ADOPTED this day of 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk 5 ITEM 5_7 NAC i NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial H ighway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 3 May 2005 RE: Otsego — Zoning Ordinance; Sign Ordinance Amendment NAC FILE: 176.08 — 05.03 The Planning Commission held a public hearing to consider amendments to the Zoning Ordinance for institutional project development signs and establishment of a Freeway Corridor Sign District for the TH 101 corridor. The issue of institutional project development signs was initially raised by the City Council who directed the Planning Commission to review the need to establish allowances for such signs. The Planning Commission discussed draft language to allow for institutional project development signs at their meeting on 4 April 2005 and called for a public hearing. City staff added the issue of establishing a Freeway Corridor Sign District for the TH 101 corridor to the proposed amendments based on discussions with commercial businesses and developers regarding the pending upgrade of TH 101 to a freeway. Overpasses constructed as part of these improvements would obstruct views of signs currently allowed by the Zoning Ordinance (as well as the buildings) and the freeway design will require more advance planning to exit. The Planning Commission concurred with these objectives as part of their discussion. There were no public comments. The Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the Zoning Ordinance amendment in the form attached hereto. c. Mike Robertson, City Administrator Judy Hudson, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer ORDINANCE NO.: 2005 -07 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE PROJECT DEVELOPMENT SIGNS FOR INSTITUTIONAL USES AND ESTABLISHMENT OF A FREEWAY CORRIDOR SIGN DISTRICT ALONG TH 101. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 20- 37 -6.0 of the Zoning Ordinance is hereby amended to include the following additional provisions: 5. Project Development Signs. A sign involving temporary identification of a new subdivision or development located upon a property where the sign is located shall be allowed by administrative permit provided that: a. One (1) sign not exceeding sixty four (64) square feet in surface area and a maximum height of 15 feet shall be allowed. b. The sign shall be setback not Tess than 20 feet from any property line. c. The sign may not be illuminated. d. Where the sign is placed on property in advance of applications required by this Chapter, the sign shall clearly identify that the project is a "potential" use of the property or similar words to that effect as approved by the Zoning Administrator. e. The property owner shall be responsible for an application to renew the administrative permit annually and conditioned upon documentation that the project remains a potential use of the property. f. A security as determined by the Zoning Administrator shall be 1 provided to ensure compliance with this Section and removal of the sign. Section 2. Section 20 -2 -2.S of the Zoning Ordinance is hereby amended to read as follows: Freeway Corridor Sign District: A special signing district encompassing the following areas: a. Land located within two thousand six hundred forty (2,640) feet of Interstate 94 right -of -way. b. Land located within 660 feet of the right -of -way for TH 101 or land within that area between the rights -of -way of Quaday Avenue and TH 101 and lands between the rights -of -way of Queens Avenue and TH 101, whichever is more restrictive. Section 3. Section 20- 37- 5.C.4.a of the Zoning Ordinance is hereby amended to read as follows: a. Freestanding. Not more than one (1) double sided freestanding sign. Sign area may not exceed one hundred. (100) square feet each side with a maximum height of twenty (20) feet, except that for signs within the Freeway Corridor District, the sign area shall not exceed two hundred (200) square feet each side with a maximum height of fifty (50) feet. Section 4. Section 20- 37- 5.C.4.b of the Zoning Ordinance is hereby amended to read as follows: b. Wall, Canopy, or Marquee. Wall, canopy or marquee signs shall be permitted on one fagade fronting a public street, except in the case of a corner lot or through lot where wall signs may be installed on two facades fronting a public street. The area of individual signs shall not exceed one hundred (100) square feet, except that for signs within the Freeway Corridor Districts, the area of signs installed on the facade of a principal building fronting to a principal arterial roadway shall not exceed two hundred (200) square feet. Section 5. This Ordinance shall become effective immediately upon its passage 2 and publication and the filling of a final plat. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: -Judy Hudson, Zoning Administrator /City Clerk 3 ITEM 5 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: 4 May 2005 RE: Riverwood National — Lot 27, Block 12; Minor Variance NAC FILE: 176.08 — 05.19 BACKGROUND Alpine Homes has submitted plans for a single family home to be constructed on Lot 27, Block 12 of Riverwood National. The proposed dwelling unit is located along Kahl Avenue in the southern portion of the development. The submitted plans indicate that a portion of the proposed dwelling encroaches up to 1.5 feet into the required 35 foot setback from the public street. The subject site is zoned PUD, Planned Unit Development District. The applicant is requesting a minor variance to allow the front yard setback encroachment. Section 20- 6- 3.A.2.b of the Zoning Ordinance allows for the City Council to approve setback deviations that do not exceed five feet. The Zoning Ordinance does not require a public hearing or Planning Commission review of minor variances unless determined to be necessary by the City Council. Exhibits: A. Site Location B. Site Survey ANALYSIS The PUD District established for Riverwood National requires a 35 foot setback from public streets for principal dwellings. The site plan for the proposed house on Lot 27, Block 12 shows the east corner of the two stall garage setback only 33.5 feet from the front lot line. The west corner of the garage will be setback 35 feet based on the curve of the street. As such, approximately 15 square feet of the garage would be within the required front yard. Consideration of a variance from the requirements of the Zoning Ordinance is to be evaluated based upon the criteria outlined in Section 20 -6 -2.B of the Zoning Ordinance: 1. In considering all requests for a variance and in taking subsequent action, the Planning Commission and the City Council shall make a finding of fact that the proposed action will not: a. Impair an adequate supply of light and air to adjacent property. b. Unreasonably increase the congestion in the public street. c. Have the effect of allowing any uses which are prohibited, permit a lesser degree of flood protection than the flood protection elevation for the particular area, or permit standards which are lower than those required by State law. d. Increase the danger of fire or endanger the public safety. e. Unreasonably diminish or impair established property values within the neighborhood, or in any way be contrary to the intent of this Chapter. f. Violate the intent and purpose of the Comprehensive Plan. g. Violate any of the terms or conditions of Item 2, below. 2. A variance from the terms of this Chapter shall not be granted unless it can be demonstrated that: a. Undue hardship will result if the variance is denied due to the existence of special conditions and circumstances which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same district or area. (1) Special conditions may include exceptional topographic or water conditions or, in the case of an existing lot or parcel of record, narrowness, shallowness, insufficient area or shape of the property. (2) Undue hardship caused by the special conditions and circumstances may not be solely economic in nature, if a reasonable use of the property exists under the terms of this Chapter. (3) Special conditions and circumstances causing undue hardship shall not be a result of lot or building size, or building location when the lot qualifies as a buildable parcel. 2 b. Literal interpretation of the provisions of this Chapter would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of this Chapter or deny the applicant the ability to put the property in question to any reasonable use. c. The special conditions and circumstances causing the undue hardship are not the result from the actions of the applicant. d. Granting the variance requested will not confer on the applicant any special privilege that is denied by this Chapter to other lands, structures or buildings in the same district under the same conditions. e. The request is not a result of non - conforming lands, structures or buildings in the same district. f. The request is not a use variance. g. The variance requested is the minimum variance necessary to accomplish the intended purpose of the applicant. The submitted survey shows that the subject site has a 20 foot wide drainage and utility easement across the rear lot line, which is 10 feet wider than typical. Also, the elevation of the street in front of the property is such that the garage floor elevation has been lowered to minimize the slope of the driveway to approximately three percent. Both of these factors serve to push the front of the garage (with a 22 foot depth) forward on the lot creating the setback encroachment. In terms of the criteria for approval of a variance, these factors are both related to the physical condition of the property and not direct actions of the applicant. In our opinion, the approval of the minor variance allows for reasonable use of the subject site. Further supporting approval of a minor variance is that the subject site is within a PUD District where setback flexibilities have been granted as part of the initial project approvals to accommodate a specific character for the project. The minor 1.5 foot encroachment into the required setback is therefore not out of character with the balance of the project and is not likely to even be apparent when viewing the lot. Although not a critera to be considered in evaluating the minor variance application is that the future resident of the home has a physical disability and the depth of the proposed garage is required by them to accommodate specialized vehicles. RECOMMENDATION Based on the criteria for approval of a minor variance being met by the topography of the subject site and location of an oversized drainage and utility easement effecting the depth of the lot, we recommend approval of the application as shown on the submitted site survey. 3 POSSIBLE ACTIONS 1. Motion to approve a minor variance allowing an encroachment into a required front yard within the Riverwood National PUD District based on a finding that the criteria for approving such a request have been satisfied. 2. Motion to deny the application based on a finding that the criteria established by the Zoning Ordinance for approval of a minor variance have not been satisfied. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner 4 CITY OF 05 -04 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA MINOR VARIANCE APPLICANT: Alpine Homes APPLICATION: Request for a minor variance to allow an encroachment of one and one -half (1.5) feet into a required front yard. CITY COUNCIL MEETING: 9 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 27, Block 12 Riverwood National, City of Otsego, County of Wright, State of Minnesota. B. The property lies within the Urban Service Expansion Area W4 and is guided for low density residential land uses by the Otsego Comprehensive Plan. C. The property is zoned PUD, Planned Unit Development District as approved by the City Council on 8 July 2002. D. The applicant is requesting a variance to allow approximately 15 square feet of the principal building to be constructed on the site to encroach not more than 1.5 feet into the required front yard. E. The request qualifies as a minor variance as established by Section 20- 6 -3.A.2 of the Zoning Ordinance. Applications for minor variance do not require a public hearing or review by the • Planning Commission unless determined to be necessary by the City Council. F. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20 -6 -2.B of the Zoning Ordinance: 1. In considering all requests for a variance and in taking subsequent action, the Planning Commission and the City Council shall make a finding of fact that the proposed action will not: a. Impair an adequate supply of light and air to adjacent property. b. Unreasonably increase the congestion in the public street. c. Have the effect of allowing any uses which are prohibited, permit a lesser degree of flood protection than the flood protection elevation for the particular area, or permit standards which are lower than those required by State law. d. Increase the danger of fire or endanger the public safety. e. Unreasonably diminish or impair established property values within the neighborhood, or in any way be contrary to the intent of this Chapter. f. Violate the intent and purpose of the Comprehensive Plan. 1 g. Violate any of the terms or conditions of Item 2, below. 2. A variance from the terms of this Chapter shall not be granted unless it can be demonstrated that: a. Undue hardship will result if the variance is denied due to the existence of special conditions and circumstances which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same district or area. (1) Special conditions may include exceptional topographic or water conditions or, in the case of an existing lot or parcel of record, narrowness, shallowness, insufficient area or shape of the property. (2) Undue hardship caused by the special conditions and circumstances may not be solely economic in nature, if a reasonable use of the property exists under the terms of this Chapter. (3) Special conditions and circumstances causing undue hardship shall not be a result of lot or building size, or building location when the lot qualifies as a buildable parcel. b. Literal interpretation of the provisions of this Chapter would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of this Chapter or deny the applicant the ability to put the property in question to any reasonable use. c. The special conditions and circumstances causing the undue hardship are not the result from the actions of the applicant. d. Granting the variance requested will not confer on the applicant any special privilege that is denied by this Chapter to other lands, structures or buildings in the same district under the same conditions. e. The request is not a result of non - conforming lands, structures or buildings in the same district. f. The request is not a use variance. g. The variance requested is the minimum variance necessary to accomplish the intended purpose of the applicant. G. The planning report dated 4 May 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. DECISION: Based on the foregoing information, applicable ordinances and submitted plans, the requested minor variance is hereby approved. 2 PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 . _., 1 1.' .. ... P _ _ i CITY OF O O g 6 ■tnue♦�IL1111 ►V l!I r-OTSEGO 1 _v� -- e �r� . I �� ON THE GREAT RIVER ROAD _ ��r_: . n �h�_ iS O�:y!��i:��= '/ 1 � I ∎ 0111 .. 6 ��11 : ■ 11 1 . 1 � I 7 a -__ 1 •. _ _ � ..� � • 1 �I \ \`(�� il� ;° sue• ■i ►��' . % /ii �► itii ■ 711�� . ,. . S Locatio �: , TH /041:4N ng�tlli f!: 1-.. .■., ,�! � � - \emu! -. 1 � ELik_ 1 a■�r e• a�.i�uu f ■■ I � ' Illu � °' �� . ■111101■ .. I �- �i �� 11�•..� �: 7 �i�rliiiii..111 :_ _ -�� L� 1/1 /1111 ►�� ' B ASEKAP DATA PROVIDED 81 ■��E 1 ■111:11 J� k,-. lii - .67 j l j Zi i � � � ! _TAM - I ��r.� � ■ i_ ray...• -�- == �,., . , ._ �1 I ��• �}!./ .■■ � �,,� ��!i 1111 ►tr _ 7 .r .� 1 r I 1 J i y_1! o_ d1. 1 �I� ..0 P 14 r1 10 11tj.-1 ■1 \.I� , � - � � ►- - ..illlli G!T ►.u. \►'I- �� , � �� 4�, SILMIII i =ii 1llif il�1i iu 11�- ,1�111 1 '\ imi .iimmuma . Ii= �� ali rill :�i'r�it =��r�iiii,�'�s - + a ... • ... m om 111111111111=11111/ NosinimovialoommEr* _a �� ` .. _ _ 1.,. l er ��i � v 0 0.5 1 2 Miles V 1 1 r r 1 1 i 1 1 MI 1 inch equals 1 mile X 1 W D • LOT SURVEYS COMPANY, INC. ��.r LAND SURVEYORS SCALE: 1 " = 20' ° is tumor i111DER THE LAWS 0r STAIB OW MINNESOTA 7801 79rd 0 Denotes ton Monument Ma me tbdit CRP) 11110-90.9 ° feuaeapeHa. teanaaeta 09428 t1a AO 680-804 to o p y Set 3 uru rv.arz errtifirtttp o '"'° emotion ALPINE HOMES or - a Surface Elevation NOM Proposed grades are .ebjeot to remit. bMou7f00��MSS� teats. s located r In 3ecfiori ►. " aWet checked with aprons(' m Wright County. Minn�tt gr building plan and ading pion before development oadatlan and combustion. Proposed Top of Block NYTEtGere dropped 2 cot•ges ' 4 4 � Nomad Comae Floor Proposed Lowest Floor • Type of Building LL BAS91E01 Wl4t4 oirr •fo h./ rc 951 ..37 i jars oFFSE7 v ILA E t i I ADD 2 F __ _ rc �j u P t3611361/4G. 1361/4G. A So y r m t.t 1 ro 1 lit_, 1• rZ ON i 059.95 v �` ur I B \ •t, jS rc�� eF/RU i • , 1nr.iK / I1 \ !� \� _ ��2vC /N 711E I ii 1 / R.'xr a( \ W _ � ..tom. .�rr7 4- qi �• 937.L`K� ./ r , • / ' `A r 1 ° / 1 AN713 • , o 95.3.84 / / % N' I ° / it,--/ ,-) r I. V .� � - r • f cSFT 1,,A La.... &..:.. m / r,• v •: f .-en ri 3S -S 23 /. / ..• 955.2 • r • � •- , O 0 l `old) 2s. c o• o l a ..... ...... . : - 7 •. - 'M..= — . • N ^ r; L y - , " 1 ,i , 95& S TALL C), .. i 957.6' :1 R. • _ /y p 8 m 29.43- :, k :l, d 955.2 / o . Ia6 I • J :z P roposed 955Ji1 a / • Residence 1 0 q. s i r_ o Q / / 9462 is 16b" :1 .g ?if (.) • 94a° • I • • \9;80 o Deck o is 2r' . a' 5 r 1 946. Bs. p. c T 4 9487 :1 1 ili ti • i. AD '•_.........•_... :I r . : r f 946 ' I • 1 N 948.6 �� _ . ...... .— 956.3 f•• -• I 948.9 • • U1i�y emBn! 9 v l 109 10 9.5.9:5 r I ° • 1 • EXHIBIT B Lot 27, Block 12, RWERWOOD NATIONAL The on easements shown ore from plots of record or information -,s ly provided by client. S We hereby cattily thot this is o true and correct representation of _ / •• / ° =.uwv nr Ih,, hnnnrinrio /\ of the above described land and the .l h! / `I ! ° location of all budding& and visible encroachments. If ony, from ar on . ' r said land, 46/ j ) %/ Su reyed by us this 2nd doy of December 2004. � }� r•'(._.... - Signed free ti4 YFp 4 u kF _. �6gt !Drown By 9. ..d.„..,,,,,,, • . ' 'l 4 w 9tol'. t _ z _ { ' � , •nripv jF'r. Ngrne .,r.anr:... :n•:Ita . . v.,,. • <, ..,. ,., .. ... • ITEM 7_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: Laurie Shives /Dan Licht DATE: 4 May 2005 RE: Otsego — Stellmach CUP NAC FILE: 176.02 — 05.14 The Otsego Planning Commission opened a public hearing on 2 May 2005 to consider approval of a Conditional Use Permit (CUP) to relocate an existing single family dwelling to 14102 NE 87 Street (Lot 1, Block 2 Vasseur's Oak Grove Estates). The applicants were present, but had no comments. There were no comments from the public other than a phone call from a neighbor expressing her support of the CUP and comments /questions from the Commissioners were limited to questions on the proposed timing of the relocation and whether the road restrictions will have been lifted by then. The staff assured the Planning Commission that the road restrictions have been removed and that the timing and logistics of the proposed relocation will be coordinated with the City Engineer. The Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the CUP. Findings consistent with the Planning Commission's recommendation are attached. The application is to be considered by the City Council at their meeting on 9 May 2005 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve the CUP, subject to the following conditions: 1. A building permit is applied for and approved by the Building Official prior to relocation of the structure. 2. The relocated structure shall be ready for occupancy within six (6) months from the date of location on site, subject to approval of the Building Official. 3. An occupancy permit for the relocated structure shall not be issued until such time as the existing dwelling and all debris is removed from the property. 4. The applicant is to submit a certificate of survey identifying the new dwelling, septic system and well locations as well as conformance with required setbacks, subject to approval by City staff. 5. A security as required by Section 20 -19 -3 of the Zoning Ordinance as determined by the Zoning Administrator is posted. 6. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan and Zoning Ordinance. C. Motion to table the application. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Brian and Jacolyn Stellmach 2 CITY OF OTSEGO 05 -03 -05 WRIGHT COUNTY, MINNESOTA FINDINGS & DECISION CONDITIONAL USE PERMIT APPLICANT: Brian and Jacolyn Stellmach APPLICATION: Request to relocate and existing single family dwelling to 14102 87 Street NE. CITY COUNCIL MEETING: 9 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is LOT 1, BLOCK 2 VASSEUR'S OAK GROVE ESTATES, City of Otsego, County of Wright, State of Minnesota. B. The property lies within the Long Range Urban Service District and is guided for low density residential uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -2, General Industrial District which allows for single family homes as a permitted use. D. Relocation of existing structures to lots within the City requires a conditional use permit in accordance with Chapter 19 of the Zoning Ordinance. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Comment: Stated in the City's Comprehensive Plan is that "the character of individual neighborhoods shall be reinforced, maintained and upgraded'; the proposed CUP proposes to upgrade the existing dwelling unit by replacing it with a sturdier and better- maintained structure. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The area is developed with low density single family residential uses, which are planned to continue as discussed in the Comprehensive Plan. Thus, the proposed use will be compatible with present and future land uses. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Comment: As noted above, the subject site and relocated structure comply with all applicable performance standards. However, a certificate of survey is necessary to document compliance. 1 4. The proposed use's effect upon the area in which it is proposed. Comment: The relocated dwelling and single family use of the property may be considered an improvement of the property from its existing condition and is therefore expected to have a positive effect on the neighborhood. 5. The proposed use's impact upon property values of the area in which it is proposed. Comment: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Comment: The relocated structure will access off of 87 Avenue NE, as the previous dwelling did, and will not generate traffic beyond the capabilities of streets serving the subject property. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Comment: The proposed use is not anticipated to have a negative impact to the City's service capacity. F. The planning report dated 13 April 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 May 2005 to consider the application, preceded by published and mailed notice; Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and after further discussion recommended by a 7 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Conditional Use Permit is hereby approved, based on the most current plan and information received to date, subject to the following conditions: 1. A building permit is applied for and approved by the Building Official prior to relocation of the structure. 2. The relocated structure shall be ready for occupancy within six (6) months from the date of location on site, subject to approval of the Building Official. 3. An occupancy permit for the relocated structure shall not be issued until such time as the existing dwelling and all debris is removed from the property. 4. The applicant is to submit a certificate of survey identifying the new dwelling, septic system and well locations as well as conformance with required setbacks, subject to approval by City staff. 5. A security as required by Section 20 -19 -3 of the Zoning Ordinance as determined by the Zoning Administrator is posted. 2 ADOPTED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ITEM 7_2 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Laurie Shives /Dan Licht DATE: 3 May 2005 RE: Otsego — Four H Properties, LLC / Metro Home Insulation NAC FILE: 176.02 — 05.17 The Otsego Planning Commission opened a public hearing on 2 May 2005 to consider the Zoning Map amendment and a site and building plan review for a building expansion of the above referenced business. A representative for the applicant was present to answer any questions. There were no comments from the public and comments /questions from the Commissioners were limited to discussion of the proposed hard surfacing and associated requirements of the Ordinance. After a brief discussion, the Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the applications. Findings consistent with the Planning Commission's recommendation are attached. The applications are to be considered by the City Council at their meeting on 9 May 2005 at 6:30 PM. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from 1 - District to 1 -3 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Building Expansion A. Motion to approve the building expansion of Metro Home Insulation, subject to the following conditions: 1. The applicant must revise the site plan to show conformance with the 1 -3 District's hard surface coverage requirements, subject to City staff approval. 2. The applicant must provide documentation of compliance with parking requirements for the existing /proposed use, subject to City staff approval. 3. The parking lot shall be hard surfaced and surrounded by perimeter concrete curb as approved by the City Engineer. All parking areas shall be setback ten feet from public rights -of -way and five feet from side lot lines. 4. The applicant shall provide a survey identifying the location of drainage and utility easements, the location of proposed improvements and dedicating a 50 -foot right -of -way easement to the City, subject to approval by the City Engineer. 5. All grading, drainage, utilities and easements are subject to the review and approval of the City Engineer. 6. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the requirements of the Zoning Ordinance. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Kevin Henry 2 CITY OF 05 -03 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP AMENDMENT APPLICANT: Kevin Henry / Four H Properties APPLICATION: Request for rezoning from 1 -1 District to 1 -3 District for 5861 Queens Avenue NE CITY COUNCIL MEETING: 09 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the unplatted property is as follows: S317FT OF N874FT OF TH PRT OF E1 /20F NW1 /4LY NLY &ELY OF ELY LN OF HWY101 EX TH PRT LY ELY OF CTR LN OF FOL DES RD COM AT NE COR OF E1/20F NW1 /4TH SOD9'12 "E ALG E LN874.05FT TO INT S LN OF N874FT TH RET N0D9'12 "W ALG CTR LN OF RD/W529.24FT TH NLY ALG CTR LN BNG TAN CRV TO L RAD OF324.07FT CEN AGL 18D49'55 "106.51 FT TO INT N LN OF S634FT OF N874FT &TERM. B. The property lies within the Urban Service Area and is guided for industrial uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned 1 -1, General Industrial District and the existing metal building and proposed building expansion with some metal siding are non- conforming uses as the Zoning Ordinance does not permit metal buildings within the 1 -1 District. The site must be rezoned to 1 -3, Special Industrial District in order for the existing and proposed buildings to be compliant. D. The Planning Commission and City Council are to consider the application based upon (but not limited to) the criteria outlined by Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the site for future industrial uses. The proposed subdivision will have an industrial home insulation business, which is consistent with the future land use plan. Furthermore, the Comprehensive Plan specifies that this industrial area is to be allowed to develop with unique performance standards setup as part of the 1 -3 District to encourage in -place expansion of existing businesses or relocation of smaller operations. 2. The proposed use's compatibility with present and future land uses of the area. Finding: Surrounding land uses currently consist of industrial uses to the immediate north, east and south of the site. TH 101 abuts the west side of the property. The existing industrial area is proposed to remain an industrial district as designated by the future land use plan and the Comprehensive Plan. As such, the proposed development will be compatible with the existing and planned land uses immediately surrounding the subject site. 1 Il i 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual following the anticipated expansion. 4. The proposed use's effect upon the area in which it is proposed. Finding: In -place expansion of the existing home insulation business and improvement of the property is considered to be a positive effect to the site and area. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is not anticipated to generate any additional traffic beyond existing conditions that would be in excess of the capacity of Queens Avenue or other streets used to access the property. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 26 April 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 24 January 2005 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 May 2005 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Map amendment is hereby approved, based on the most current plan and information received to date. 2 ADOPTED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ORDINANCE NO.: 2005 - 09 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND SHOWN BELOW. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally as follows: S317FT OF N874FT OF TH PRT OF E1/20F NW1 /4LY NLY &ELY OF ELY LN OF HWY101EX TH PRT LY ELY OF CTR LN OF FOL DES RD COM AT NE COR OF E1/20F NW1 /4TH SOD9'12 "E ALG E LN874.05FT TO INT S LN OF N874FT TH RET NOD9'12 "W ALG CTR LN OF RD/W529.24FT TH NLY ALG CTR LN BNG TAN CRV TO L RAD OF324.07FT CEN AGL 18D49'55 "106.51 FT TO INT N LN OF S634FT OF N874FT &TERM. Section 2. The property is hereby rezoned from an 1 -1, General Industrial District designation to an 1 -3, Special Industrial District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk 4 1 Hakanson - - A nderson 3601 Thurston Avenue, Anoka, MN 55303 Phone: y :, t Assoc. Inc. one: 763/427 -5860 Fax: 763/427 0520 MEMORANDUM To: Honorable Mayor and City Council From: Ronald J. Wagner, P.E. cc: Mike Robertson, Administrator Judy Hudson, Clerk Ron Wagner, P.E., City Engineer Dan Licht, City Planner Andy MacArthur, City Attorney Kevin Henry, Four H Properties Robert Baker, Architect Date: January 24, 2005 Re: Metro Home Insulation 2 " Addition — Preliminary Plans We have reviewed the grading plan, 4/1/05 revision, for the above mentioned development and would offer the following comments: 1. The existing drain field shall be depicted. 2. The existing drainage and utility easement over the existing culvert shall be depicted. 3. The R.O.W. along Queens Avenue NE shall be depicted. 4. All drainage and utility easements shall be shown in accordance to the City of Otsego's requirements. 5. Concrete curb and gutter shall be shown along the edge of all bituminous parking areas. 6. A storm water runoff system is required to accommodate the additional runoff created by the additional impervious areas. Catch basins and sedimentation pond(s) may be required. 7. A minimum of 1% slope shall be depicted across all bituminous areas. Please include proposed spot elevations to aid in review. Comments remain regarding the construction plans associated with this final plat. We recommend these comments be addressed prior to approval. G:\ Municipal \Aotsego22xx\2500\2005\ 4etroInsulationRVWl.doc 5/4/2005 ITEM 7_3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 3 May 2005 RE: Otsego — Crimson Ponds West NAC FILE: 176.02 — 05.07 The Planning Commission opened a public hearing on 21 March 2005 to consider the Zoning Map amendment and preliminary plat application for Crimson Ponds. Dave Hagen of Loucks Associates was present to represent the developer. The public hearing was well attended by residents of the adjacent Crimson Ponds, Hidden Valley and Deer Field Acres subdivisions as well as residents of the large rural parcels south of the subject site. Major issues raised at the public hearing included the alignment of 75 Street, extension of O'Dell Avenue and Padget Avenue stub streets to the development from the north, the density of the lots along the north plat line abutting existing one -acre lots, drainage and wetland impacts along Lefebvre Creek. After discussion, the Planning Commission continued the public hearing to allow the developer and City staff to resolve outstanding issues. The Planning Commission again took up discussion of the application at their meeting on 18 April 2005. The developer had not made any substantial revisions to the submitted plans as directed by the Planning Commission. After further comments from the public and discussion by the Planning Commission the public hearing was closed and the application tabled. The Planning Commission provided specific direction to the applicant to revise their plans to provide lots at least 90 feet wide with a minimum area of 16,000 square feet in the two blocks west of Lefebvre Creek along the north plat line. The developer revised their plans as directed by the Planning Commission and submitted them for consideration on 2 May 2005. The Planning Commission noted that the changes to the plans resulted in five fewer lots abutting the existing one -acre lots in a more compatible arrangement. No public comments were taken as the public hearing was previously closed. The Planning Commission voted 7 -0 to recommend approval of the Zoning Map amendment and 7 -0 to recommend approval of the preliminary plat. The Planning Commission added an additional stipulation to the preliminary plat approval requiring construction traffic to access the site only via Odean Avenue or 78 Street. Findings consistent with the recommendations of the Planning Commission are attached for consideration at the City Council meeting on 9 May 2005 at 6:30 PM. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A -1 District to R -4 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is not consistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Preliminary Plat A. Motion to approve the Crimson Ponds West Preliminary Plat, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. A phasing plan shall be submitted outlining the anticipated final platting of the proposed subdivision. The phasing plan is subject to approval of the City Council, its schedule shall be made a condition of preliminary plat approval and it shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The land at the southwest corner of the plat south of the right -of -way of 75 Street shall be platted as an outlot to be conveyed to the abutting property owner to the south with the first phase final plat. 4. The applicant shall be responsible for connection of the new streets to the existing Ogden Avenue and Padget Avenue within adjacent subdivisions and removal and restoration of the temporary cul -de -sacs at the termini of the existing streets, subject to approval of the City Engineer. 2 5. A sidewalk shall be added to Padget Avenue at the front of Lots 9 -12, Block 4. 6. All Tots shall conform to the minimum area, width and setback requirements of the R -4 District. 7. A landscape plan consistent with the design requirements of Section 20- 16-9.D.3 of the Zoning Ordinance for the required bufferyard along the side and rear yards of lots abutting Odean Avenue or 75 78 Street shall be submitted and is subject to review and approval by City Staff. 8. The parcel overlying Lefebvre Creek between Blocks 3 and 4 shall be designated as an outlot. 9. Outlots 1, 2 and the undesignated parcel between Blocks 3 and 4 shall be dedicated to the City for park purposes. The applicant shall identify the net area of these parcels outside of any wetland or drainage easement that will be credited towards park and trail dedication requirements. Any unmet portion of the required park and trail dedication shall be satisfied as a proportional cash fee in lieu of land based on the fee in effect at the time of final plat approval. 10. All grading plans, utility plans, easements, street designs and street names shall be subject to review and approval by the City Engineer. 11. The applicant shall execute a development contract with the City prior to consideration of a final plat by the City Council specifying all conditions of approval, applicable fees and required securities, subject to review and approval of the City Attorney. 12. Any existing buildings on the subject site related to the adjacent farmstead shall be demolished and cleared from the area with approval of the first final plat. 13. Construction traffic shall access the site via Odean Avenue or 78 Street and is specifically prohibited from using O'Dell Avenue or Padget Avenue. B. Motion to deny the application based on a finding that the request is not consistent with the Comprehensive Plan, Zoning Ordinance and /or Subdivision Ordinance. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Dave Hagen, Loucks McLagen Jeff Shopek, Loucks McLagen Bill Sharbono, Loucks McLagen 3 CITY OF 05 -02 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP AMENDMENT APPLICANT: Backes Companies APPLICATION: Request for a Zoning Map amendment to rezone land to be included within the Crimson Ponds West preliminary plat. CITY COUNCIL MEETING: 9 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is: S1/2 OF NE1 /4 EX W330FT OF S 330FT OF N915.98FT THOF OF SEC 28 TWP 121 RNG 023; And, W1/2 OF SW1 /4 OF NW1 /4 OF SEC 27 TWO 121 RNG 023 B. The property lies within the East Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A -1, Agriculture Rural Service District. The applicant is requesting rezoning of the property to an R -4, Residential Urban Single Family District designation for the purpose of developing single family Tots as part of the preliminary plat entitled Crimson Ponds West. D. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the City's Comprehensive Plan. Finding: The Comprehensive Plan guides the site for low density residential uses defined as single family dwellings at a density of no more than three dwelling units per acre. The proposed subdivision has a density of 1.9 dwelling units per acre, which is consistent with the future land use plan. 2. The proposed use's compatibility with present and future land uses in the area. Finding: The table below illustrates land uses surrounding the subject site. The primary compatibility issue with this subdivision is the transition between the proposed single family lots and the one -acre lots to the north. The uses within the subject site will be the same as those in the existing neighborhood to the north. Furthermore, the transition between neighborhoods occurs 1 along rear lot lines, so no negative impacts are anticipated based on experience with similar situations in other areas of the City. As such, the proposed development will be compatible with the existing and planned land uses surrounding the subject site. Direction Land Use Plan Zoning Map Existing Use North LD residential R -3 District One -acre single family Tots R-4 District Urban singe family lots East LD /MD Residential R -6 District Detached townhomes Townhomes South LD Residential A -1 District Agriculture Rural Single Family West LD Residential A -1 District Agriculture 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. The proposed use's effect upon the area in which it is planned. Finding: The proposed Crimson Ponds West subdivision provides for a logical extension of urban development as anticipated by the Comprehensive Plan. 5. The proposed uses impact on property values in the area in which it is planned. Finding: Although no official study has been completed, the proposed use is not anticipated to have a negative effect upon area property values. 6. Traffic generation by the proposed use in relation to the capabilities of existing and planned streets serving the property. Finding: Access to the subject site will be provided from either Odean Avenue or 78th Street. Both of these roadways are improved MSA designed streets designated as collector streets by the Comprehensive Plan, intended to move traffic between neighborhoods and regional roadways such as CSAH 37, CSAH 42 or TH 101. Both of these roadways have adequate capacity to accommodate the traffic generated by the proposed development. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets and utilities and its potential to overburden the City's service capacity. Finding: The intensity of the proposed use is within the parameters established by the Comprehensive Plan and the recently approved expansion of City services has allowed for additional residential development in the area. Thus, no negative impact to the City's service capacity is anticipated as a result of this project. 2 E. The planning reports dated 15 March 2005, 3 April 2005, 27 April 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated 16 M arch 2005 and 27 April 2007 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission opened a public hearing at their regular meeting on 21 March 2005 to consider the application, preceded by published and mai led notice. Upon review of the application and evidence received, the Otsego Planning Commission continued the public hearing to 18 April 2005. The public hearing was closed on 18 April 2005 and the Planning Commission tabled action to 2 May 2005 with direction to the applicant on changes to the proposed development to address compatibility issues. At their meeting on 2 May 2005 the Planning Commission again considered the application and after further discussion recommended by a 7 -0 vote that the City Counci I approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Ordinance amendment is hereby approved. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 3 ORDINANCE NO.: 2005 -09 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND WITHIN THE CRIMSON PONDS WEST PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described as follows: S1/2 OF NE1 /4 EX W330FT OF S 330FT OF N915.98FT THOF OF SEC 28 TWP 121 RNG 023; And, W1/2 OF SW1 /4 OF NW1 /4 OF SEC 27 TWO 121 RNG 023 Section 2. The property is hereby rezoned from an A -1, Agriculture Rural Service District designation to an R -4, Residential Urban Single Family District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk CITY OF 05 -02 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA PRELIMINARY PLAT AMENDMENT APPLICANT: Backes Companies APPLICATION: Request for preliminary plat approval for a 182 single family lot development to be known as Crimson Ponds West. CITY COUNCIL MEETING: 9 May 2005 FINDINGS Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is: S1/2 OF NE1 /4 EX W330FT OF S 330FT OF N915.98FT THOF OF SEC 28 TWP 121 RNG 023; And, W1/2 OF SW1 /4 OF NW1 /4 OF SEC 27 TWO 121 RNG 023 B. The property lies within the East Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A -1, Agriculture Rural Service District. The applicant is requesting rezoning of the property to an R -4, Residential U rban Single Family District designation for the purpose of developing single family Tots as part of the preliminary plat entitled Crimson Ponds West. D. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the City's Comprehensive Plan. Finding: The Comprehensive Plan guides the site for low density residential uses defined as single family dwellings at a density of no more than three dwelling units per acre. The proposed subdivision has a density of 1.9 dwelling units per acre, which is consistent with the future land use plan. 2. The proposed use's compatibility with present and future land uses in the area. Finding: The table below illustrates land uses surrounding the subject site. The primary compatibility issue with this subdivision is the transition between the proposed single family lots and the one -acre lots to the north. The uses within the subject site will be the same as those in the existing neighborhood to the north. Furthermore, the transition between neighborhoods occurs 1 along rear lot lines, so no negative impacts are anticipated based on experience with similar situations in other areas of the City. As such, the proposed development will be compatible with the existing and planned land uses surrounding the subject site. Direction Land Use Plan Zoning Map Existing Use North LD residential R -3 District One -acre single family Tots R-4 District Urban singe family Tots East LD /MD Residential R -6 District Detached townhomes Townhomes South LD Residential A -1 District Agriculture Rural Single Family West LD Residential A -1 District Agriculture 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. The proposed use's effect upon the area in which it is planned. Finding: The proposed Crimson Ponds West subdivision provides for a logical extension of urban development as anticipated by the Comprehensive Plan. 5. The proposed uses impact on property values in the area in which it is planned. Finding: Although no official study has been completed, the proposed use is not anticipated to have a negative effect upon area property values. 6. Traffic generation by the proposed use in relation to the capabilities of existing and planned streets serving the property. Finding: Access to the subject site will be provided from either Odean Avenue or 78 Street. Both of these roadways are improved MSA designed streets designated as collector streets by the Comprehensive Plan, intended to move traffic between neighborhoods and regional roadways such as CSAH 37, CSAH 42 or TH 101. Both of these roadways have adequate capacity to accommodate the traffic generated by the proposed development. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets and utilities and its potential to overburden the City's service capacity. Finding: The intensity of the proposed use is within the parameters established by the Comprehensive Plan and the recently approved expansion of City services has allowed for additional residential development in the area. Thus, no negative impact to the City's service capacity is anticipated as a result of this project. • 2 E. The planning reports dated 15 March 2005, 3 April 2005, 27 April 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated 16 M arch 2005 and 27 April 2005 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission opened a public hearing at their regular meeting on 21 March 2005 to consider the application, preceded by published and mai led notice. Upon review of the application and evidence received, the Otsego Planning Commission continued the public hearing to 18 April 2005. The public hearing was closed on 18 April 2005 and the Planning Commission tabled action to 2 May 2005 with direction to the applicant on changes to the proposed development to address compatibility issues. At their meeting on 2 May 2005 the Planning Commission again considered the application and after further discussion recommended by a 7 -0 vote that the City Counci I approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested preliminary plat is hereby approved, subject to the followi ng conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. A phasing plan shall be submitted outlining the anticipated final platting of the proposed subdivision. The phasing plan is subject to approval of the City Council, its schedule shall be made a condition of preliminary plat approval and it shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The land at the southwest comer of the plat south of the right -of -way of 75 Street shall be platted as an outlot to be conveyed to the abutting property owner to the south with the first phase final plat. 4. The applicant shall be responsible for connection of the new streets to the existing Ogden Avenue and Padget Avenue within adjacent subdivisions and removal and restoration of the temporary cul -de -sacs at the termini of the existing streets, subject to approval of the City Engineer. 5. A sidewalk shall be added to Padget Avenue at the front of Lots 9 -12, Block 4. 6. All lots shall conform to the minimum area, width and setback requirements of the R -4 District. 7. A landscape plan consistent with the design requirements of Section 20- 16 -9.D.3 of the Zoning Ordinance for the required bufferyard along the side and rear yards of lots abutting Odean Avenue or 75 78 Street shall be submitted and is subject to review and approval by City Staff. 8. The parcel overlying Lefebvre Creek between Blocks 3 and 4 shall be designated as an outlot. 9. Outlots 1, 2 and the undesignated parcel between Blocks 3 and 4 shall be dedicated to the City for park purposes. The applicant shall identify the net area of these parcels outside of 3 any wetland or drainage easement that will be credited towards park and trail dedication requirements. Any unmet portion of the required park and trail dedication shall be satisfied as a proportional cash fee in lieu of land based on the fee in effect at the time of final plat approval. 10. All grading plans, utility plans, easements, street designs and street names shall be subject to review and approval by the City Engineer. 11. The applicant shall execute a development contract with the City prior to consideration of a final plat by the City Council specifying all conditions of approval, applicable fees and required securities, subject to review and approval of the City Attorney. 12. Any existing buildings on the subject site related to the adjacent farmstead shall be demolished and cleared from the area with approval of the first final plat. 13. Construction traffic shall access the site via Odean Avenue or 78 Street and is specifically prohibited from using O'Dell Avenue or Padget Avenue. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 Review No. 2 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego IJ� Asso c,[nc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner • Andy MacArthur, City Attorney Dennis Backes, Backes Companies Jeff Shopek, Loucks McLagan Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Date: April 27, 2005 Proposed Development: Crimson Ponds West Street Location of Property: W 1 /2 of SW 1 /4 of NW 1 /4 of S27 and S' /z of NE 1 /4 of S28, T121, R23. 95 ± Acres east of Odean Avenue NE Applicant: Backes Companies 7026 Brooklyn Boulevard Brooklyn Center, MN 55429 Developer: Backes Companies Owners of Record: Backes Companies Purpose: Crimson Ponds West is a proposed 183 lot single - family residential development on 95± acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS LOT BUILDABILITY STREETS PRELIMINARY PLAT TRAFFIC /ACCESS ISSUE GRADING, DRAINAGE & EROSION CONTROL WETLANDS SURFACE WATER MANAGEMENT SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2242 \ot2242RVW2.doc Page 2 of 7 INFORMATION AVAILABLE Existing Conditions of Crimson Ponds West, 3/11/05, by Loucks McLagan Preliminary Plat of Crimson Ponds West, sent 4/27/05, by Loucks McLagan Preliminary Utility Plan for Crimson Ponds West, 3/11/05, by Loucks McLagan Preliminary Grading, Drainage & Erosion Control Plan for Crimson Ponds West, 3/11/05, by Loucks McLagan Details for Crimson Ponds West, 3/11/05, by Loucks McLagan Preliminary Sketch Plan of Crimson Ponds City of Otsego Engineering Manual Trunk Stormwater Facilities Study for Portions of Lefebvre Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances, October 14, 2002 National Wetland Inventory Map, 1991 EXISTING CONDITIONS 1. The total acreage of the proposed plat shall be shown. (21- 6- 2.B.1) 2. Existing zoning classifications for land in and abutting the subdivision must be shown. (21- 6- 2.B.2) 3. Boundary lines of adjoining subdivided and unsubdivided land, within 150' of the plat, shall be shown. (21- 6- 2.B.6) Lot lines for the Crimson Ponds subdivision are not depicted. 4. Adjoining land shall be identified by ownership. (21- 6- 2.B.6) 5. Existing 100 -year flood elevations shall be provided. (21- 6- 2.B.9) 6. Any existing small utilities along Odean Avenue NE and on 78 Street NE must be shown on the plan. (21- 6- 2.B.5) 7. The same line type is used for both the delineated wetland boundary and easement line. Please revise. PAGE 1 \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2242 \ot2242RVW2.doc LOT BUILDABILITY 1. Temporary piezometers need to be installed to establish the existing and anticipated high groundwater elevations. The anticipated high groundwater elevation shall be determined by a certified geotechnical engineer. STREETS 1. Soil borings need to be preformed and geotechnical data certified by a geotechnical engineer shall be submitted. The report shall include a recommended pavement section for the development and groundwater data. (21- 6- 2.B.11) 2. Local to collector street intersections shall be rounded by a 30' radius. 3. Where possible, collector streets shall be designed for a 45 mph design speed. We recognize that due to the site constraints of the wetlands with this property a 45 mph design may not be possible. We recommend keeping the current alignment for 75 Street NE /78 Street NE with appropriate signage (speed advisory plates). 4. The horizontal alignments for the local streets appear to meet a 30 mph design, except for at three locations. Street 3 shall be revised to provide for a 30 mph design (250' radius). We recommend allowing the lower design speed curves for Ogden Loop NE as it is not necessary to facilitate for through traffic. PRELIMINARY PLAT 1. A contact name and phone number shall be provided for Backes Companies. (21-6 - 2.A.3) 2. Label section lines and 1 /2 section lines on the plan. (21- 6- 2.A.2) 3. Drainage and utility easements must be provided for all wetlands and sedimentation basins to the 100 -year elevation. 4. All non - typical drainage and utility easement shall be labeled on the plan. 5. The lots abutting 75 Street NE and Odean Avenue NE shall have an extra 10' of depth overlaid by drainage & utility easement to allow room for screening through bufferyards (20' total drainage & utility easement). (20- 16- 7.D.1) 6. We recommend the preliminary plat be revised such that the entire 75 Street NE right -of -way is within the plat boundaries. Construction of 75 Street NE at the alignment shown would require obtaining easement from adjacent undeveloped property. A considerable amount of slope easement would also be required. 7. Street 3 shall be revised such that it meets a 30 mph design speed (250' radius). 8. Streets shall be named in accordance with County grid system. (See redlines) PAGE 2 \ \Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2242 \ot2242RVW2.doc i l 9. The exception parcel on the west side of the plat shall be "ghost platted ", not preliminary platted. The preliminary plat shall be revised to show the current proposed layout for Ogden Avenue NE. 10. We anticipate that the street labeled 76 Court NE would need to be revised to a cul- de -sac on the southeast end if 75 Street NE is realigned. 11. A City street cut directly across from street 10 (Ogren Avenue NE) must be shown for future access to the south. TRAFFIC /ACCESS ISSUE 1. Access will be provided to the proposed plat via an extension of 78 Street NE with a connection to Odean Avenue NE. The developer will be constructing a collector street that extends from Odean Avenue NE to the existing 78 Street NE stub just west of Quaday Avenue NE. 2. Secondary local access will be provided via Padgett Avenue NE (Crimson Ponds) and Ogden Avenue NE (Deer Field Acres). Costs for the removal of the cul -de -sac, reconstruction of driveways and any other construction relative to these connections shall be borne by the developer. GRADING, DRAINAGE AND EROSION CONTROL 1. Erosion control measures shall be in accordance with the Best Management Practices as published by the MPCA and shall meet all requirements of the permit. 2. The contour labels and much of the text is not legible. Please revise. 3. Concrete skimmer structures are required for all sedimentation basins. (See Standard Plate No. 402 & 403) 4. Slopes on the south side of 75 Street NE at approximate station 20 +00 appear to be shown at 2:1. Slopes steeper than 3:1 cannot be allowed. Any sloping onto adjacent property will require permission from the landowner. 5. The steep slopes of the proposed swales in the rear yards of Blocks 5, 6 and 7 are an erosion /maintenance concern. The use of rear yard inlets shall be considered or additional erosion control measures shall be taken. 6. Earth berms (minimum 4' high) shall be provided within the drainage and utility easement for buffer yards for lots abutting 75 Street NE and Odean Avenue NE. (20-16-7.D) 7. Maintenance access must be provided to all backyard pond areas and structures. Access paths shall be at a maximum slope of 10% and shall be overlaid by a minimum 20' easement. Label access routes on plans. PAGE 3 \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2242 \ot2242RVW2.doc 8. Emergency overflows shall be provided for all sedimentation basins and wetlands. Sedimentation basins that are adjacent to wetlands or other natural drainage systems shall have rip rap overflows. WETLANDS 1. The wetlands appear to have been delineated. A wetland delineation report and must be submitted. 2. The proposed development does impact site wetlands. A Wetland Replacement Plan shall be submitted in accordance with the Wetland Conservation Act. SURFACE WATER MANAGEMENT 1. Submit a Stormwater Drainage Report, which includes all of the information as discussed in the City Policy on Stormwater Drainage. (See Appendix C of the Engineering Manual) 2. Ponds appear to have sufficient size, although a review could not be completed without the computations. 3. Storm sewer sizing calculations will be required for final review. 4. Inlet spacing and street spread calculations will be required for final review. SANITARY SEWER COLLECTION SYSTEM 1. The extension of trunk sanitary sewer must be provided. The 12" trunk sanitary sewer shall begin at the existing 12" sewer in Page Avenue north of 78 Street. From there, the line shall follow existing drainage and utility easements on the north side of the Pheasant Creek Townhomes and eventually get back to the centerline of 78 Street extended into the project. The 12" trunk sewer shall continue to the creek just east of proposed 77 Street. There the 12" sewer shall be extended north following the east side of the wetlands to the end point at the eastern property line of Lot 8 of Hidden Valley. The design invert elevation at this end point shall be 858.00. 2. An 8" stub to the south shall be provided in the 12" trunk sewer manhole on 78 /75th Street where the 12" trunk makes a turn to the north. The invert of this 8" stub shall be 858.00 or lower. 3. At the intersection of proposed 77 Street and Odean Avenue, provide an 8" sewer line extension under (bore and encasement) Odean Avenue for future connection. The invert of this 8" stub shall be 911.00 or lower. 4. All internal sanitary sewer lines shall be designed to discharge into this 12" trunk sewer. The proposed connection at Padgett Avenue shall be eliminated. PAGE 4 \ \Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2242 \ot2242RVW2.doc . s �. WATER DISTRIBUTION SYSTEM 1. The existing 12" water line in 78 Street shall be extending along 78 th/75th Street to Odean Avenue. Using a bore and encasement, extend the 12" water line to the west side of Odean Avenue for future connection to the planned 16" trunk water main that will follow Odean Avenue. 2. At the same point of 75 Street where the 8" sewer stub to the south is to be provided for future connection, provide an 8" water line stub as well. 3. From the end of Street 4, extend an 8" water line to end up beside the 12" sewer stub at the eastern property line of Lot 8 of Hidden Valley. 4. At the intersection of proposed 77 Street and Odean Avenue, provide an 8" water line extension under (bore and encasement) Odean Avenue for future connection to the planned 16" trunk water line. 5. Provide an 8" water line extension for future connection to the projects northern rty line nu 6. Connection prope to in the Ogden existing Ave 8" we ater line in Padgett Avenue is required. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site including the presence of any hazardous substances as defined in Minnesota Statues 115B.02, Subd. 8 is required. (21- 6- 2.B.10) OTHER CONSIDERATIONS 1. Benchmarks need to be shown on each sheet. Benchmarks shall be based upon the NGVD 1929 ADJ datum and shall be in agreement with the City benchmark system. 2. Mailboxes will be required to be located in clusters. The side of the street that the clusters are located on shall be determined by the local mail carrier /USPS. SUMMARY AND /OR RECOMMENDATION We consider the submittal incomplete. We cannot recommend approval prior to receiving all of the required submittals (geotechnical data, drainage report, wetland report, environmental statement). The location of the 75 Street NE on adjacent undeveloped property also needs addressing. PAGE 5 \\Ha01 \Shared Docs\ Municipal\ Aotsego22xx\2242 \ot2242RVw2.doc ITEM 7 - 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: 3 May 2005 RE: Otsego — Kittredge Crossings 10 Addition NAC FILE: 176.02 — 05.09 The Otsego Planning Commission opened a public hearing on 4 April 2005 to consider the Zoning Map amendment and PUD Development Stage Plan /Preliminary Plat for the above referenced development. The public hearing was continued at City staffs request to allow issues related to the site design and access to be discussed further • with the developer. The developer submitted revised plans for presentation at the 2 May 2005 Planning Commission meeting. Public testimony was limited to questions from the property owner to the north who had questions concerning improvements to Kadler Avenue, connecting street stubs to her property to the north, extension of utilities to serve the proposed development and potential drainage impacts to her property from rear yards along the north property line. City staff addressed these issues. The Planning Commission discussion focused on the phasing of commercial and industrial uses along with residential dwellings within the overall project. Subject to limitations on available dwelling units established by the initial Kittredge Crossings approval, the Planning Commission approved of the pace and balance of development with Kittredge Crossings. The Planning Commission made specific note of investments in streets and utilities made by the developer for both residential and commercial /industrial uses, efforts made to market the commercial /industrial properties and the market conditions for such uses. After this discussion, the Planning Commission closed the public hearing and voted 7 -0 to recommend approval of the applications. Findings consistent with the Planning Commission's recommendation are attached. The applications are to be considered by the City Council at their meeting on 9 May 2005 at 6:30 PM. 1 i POSSIBLE ACTIONS Decision 1 — Rezoning /PUD Development Stage Plan /Preliminary Plat A. Motion to approve a Zoning Map Amendment rezoning the proposed plat from A -1 District to PUD District and a Development Stage Plan /Preliminary Plat for Kittredge Crossings 10 Addition based upon a finding that the request is consistent with the Comprehensive Plan and subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts (that includes payment for SAC and WAC fees) to assure the City of timely development. 2. Development of Outlots E of Kittredge Crossings and Outlot A of Kittredge Crossings 3 Addition shall be prohibited until such time as Outlots H and O have been developed as designated by the PUD Master Guide Plan and additional sanitary sewer capacity is available for residential uses beyond the current supply of preliminary platted lots not final platted. 3. The need to improve Kalder Avenue from 70 Street to the north line of the development and /or payment of road access fees is subject to further comment by the City Engineer. 4. All single family lots shall conform to the following minimum requirements: Lot Lot Lot Setbacks Area Width Depth Front/Side- Corner/ Interior Rear Wetland Double Frontage Side Kadler Kittredge Ave Pkwy./ Local 9,000sf. 60ft. 120ft. 65ft. 35ft. 10ft. 20ft 40ft. 5. All detached townhome units shall conform to the following minimum requirements: Lot Setbacks Area Front/Side- Corner/ Between Wetland Per Unit Double Frontage Buildings Kadler Kittredge Ave Pkwy./ Local 5,000sf. 65ft. 35ft. 20ft 40ft. 6. The building plans for the detached townhome units are subject to the following stipulations: 2 a. The exterior building elevations are revised to extend brick/stone wainscoting along the sides of the attached garage. The applicant shall specify four distinct color packages (siding, trim, and shutters) for the proposed buildings, with no scheme used for more than 30 percent of the building exteriors. b. Each garage shall be at least 480 square feet in area in conformance with Section 20- 16 -4.B.4 the Zoning Ordinance. 7. The landscape plan is revised to provide additional rear yard tree plantings and foundation plantings on the garage side and at the rear corners for the detached townhome dwellings, subject to City Staff approval. 8. The landscaping plan for the yards abutting Kadler Avenue shall comply with the buffer yard planting design standards specified by Section 20 -16- 9.D of the Zoning Ordinance. 9. Plans for the proposed residential area identification sign must be submitted and are subject to review and approval of City Staff prior to approval of a final plat. 10. Outlots A and B shall be overlaid by drainage and utility easement. These and all other easements shall be subject to review and approval of the City Engineer. 11. All grading plans, utility plans, street designs and other construction plans shall be subject to review and approval of the City Engineer prior to City Council consideration of a final plat. 12. Park dedication requirements shall be satisfied as the full cash fee in lieu of land per dwelling in effect at the time of final plat approval. 13. The applicant shall execute a development contract with the City, provide all required securities and pay all fees required by it prior to consideration of a final plat by the City Council, subject to review and approval of the City Attorney. 14. Comments of other City staff. B. Motion to deny the request based on a finding that the request is inconsistent with the Comprehensive Plan. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Lucinda Gardner Brian Johnson 3 CITY OF 05 -02 -05 OTSEGO FINDINGS & DECISION ZONING MAP AMENDMENT WRIGHT COUNTY, M PUD DEVELOPMENT STAGE PLAN APPLICANT: Darrel A. Farr Development Corp. APPLICATION: Request for PUD Development Stage Plan approval of Kittredge Crossings 10th Addition consisting of 105 dwelling units and three outlots. CITY COUNCIL MEETING: 9 May 2005 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is: Outlot A, Kittredge Crossings 5th Addition, Otsego, Wright County, Minnesota; and, SW1 /4 EX TR DES IN BK323 -70 EX TR DES AS PARCEL 524 ON MN DOT R/W PLAT NO.86 -5 EX TR DES ON DOC606977' EX TR DES ON DOC654552 EX TR DES ON DOC919139(263201) OF SEC 26, TWP 121 RNG 24. B. The property lies within the West Sanitary Sewer Service District and is guided for a mix of residential and commercial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A -1, Agriculture Rural Service District. The applicant is requesting approval of a Zoning Map amendment and PUD Development Stage Plan as a continuation of the development standards approved for Phase 1 of Kittredge Crossings approved by the City Council on 12 May 2003. D. The planning report dated 27 April 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The engineering review dated 27 April 2005 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. Consideration of the PUD Development Stage Plan is to be based upon (but not limited to) the criteria outlined in Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The proposed development is consistent with the uses anticipated by the Comprehensive Plan including the recommendations of the concept plan approval that detached housing be provided in the area of the subject site. 1 2. The proposed use's compati bility with present and future land uses of the area. Finding. The proposed use is part of a mixed use development master planned to be compatible with surrounding uses guided for industrial uses at the boundaries of the project. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development will conform to the applicable requirements of the PUD District established for the initial phases of Kittredge Crossings. 4. The proposed use's effect upon the area i n which it is proposed. Finding: The proposed development extends utilities to Kadler Avenue allowing for development of lands guided for commercial and industrial use. The development also provides greater balance in the types of dwelling units available within the overall Kittredge Crossings development. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use will generate additional traffic that is within the capability. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City =s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City =s service capacity if appropriate limitations are placed on further residential development within the overall Kittredge Crossings development until such time as additional wastewater treatment capacity is made available to serve residential uses in excess of the current supply of preliminary platted lots. G. The Otsego Planning Commission opened a public hearing at their regular meeting on 4 April 2005 to consider the application, preceded by published and mai led notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing on 2 May 2005 and recommended by a 7 -0 vote that the Ci ty Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of the Kittredge Crossings 10 Addition PUD Development Stage Plan is hereby approved based on the most current plan and information received to date, subject to the following stipulations: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts (that includes payment for SAC and WAC fees) to assure the City of timely development. 2 2. Development of Outlots E of Kittredge Crossings and Outlot A of Kittredge Crossings 3` Addition shall be prohibited until such time as Outlots H and 0 have been developed as designated by the PUD Master Guide Plan and additional sanitary sewer capacity is available for residential uses beyond the current supply of preliminary platted lots not final platted. 3. The need to improve Kalder Avenue from 70 Street to the north line of the development and /or payment of road access fees is subject to further comment by the City Engineer. 4. All single family lots shall conform to the following minimum requirements: Lot Lot Lot Setbacks Area Width Depth Front/Side- Corner/ Interior Rear Wetland Double Frontage Side Kadler Kittredge Ave Pkwy. /Local 9,000sf. 60ft. 120ft. 65ft. 35ft. 10ft. 20ft 40ft. 5. All detached townhom a units shall conform to the following minimum requirements: Lot Setbacks Area Front/Side- Corner/ Between Wetland Per Unit Double Frontage Buildings Kadler Kittredge Ave Pkwy./ Local 5,000sf. 65ft. 35ft. 20ft 40ft. 6. The building plans for the detached townhome units are subject to the following stipulations: a. The exterior building elevations are revised to extend brick/stone wainscoting along the sides of the attached garage. The applicant shall specify four distinct color packages (siding, trim, and shutters) for the proposed buildings, with no scheme used for more than 30 percent of the building exteriors. b. Each garage shall be at least 480 square feet in area in conformance with Section 20- 16 -4.B.4 the Zoning Ordinance. 7. The landscape plan is revised to provide additional rear yard tree plantings and foundation plantings on the garage side and at the rear corners for the detached townhome dwellings, subject to City Staff approval. 8. The landscaping plan for t he yards abutting Kadler Avenue shall comply with the buffer yard planting design standards specified by Section 20- 16 -9.D of the Zoning Ordinance. 9. Plans for the proposed residential area identification sign must be submitted and are subject to review and approval of City Staff prior to approval of a final plat. 10. Outlots A and B shall be overlaid by drainage and utility easement. These and all other easements shall be subject to review and approval of the City Engineer. 11. All grading plans, utility plans, street designs and other construction plans shall be subject to review and approval of the City Engineer prior to City Council consideration of a final plat. 3 12. Park dedication requirements shall be satisfied as the full cash fee i n lieu of land per dwelling in effect at the time of final plat approval. 13. The applicant shall execute a developm ent contract with the City, provide all required securities and pay all fees required by it prior to consideration of a final plat by the C ity Council, subject to review and approval of the City Attorney. PASSED by the Otsego City Council this 9 day of March, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 ORDINANCE NO.: 2005 -10 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND WITHIN THE KITTREDGE CROSSINGS 10 ADDITION PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described as follows: Outlot A, Kittredge Crossings 5 Addition, Otsego, Wright County, Minnesota; and, SW1 /4 EX TR DES IN BK323 -70 EX TR DES AS PARCEL 524 ON MN DOT RNV PLAT NO.86 -5 EX TR DES ON DOC606977 EX TR DES ON DOC654552 EX TR DES ON DOC919139(263201) OF SEC 26, TWP 121 RNG 24. Section 2. The property is hereby rezoned from an A -1, Agriculture Rural Service District designation to a PUD, Planned Unit Development District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 9 day of May, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk ITEM ENGINEERING REVIEW Review No. 1 Hakanson Commercial and pa c e c rsAn c. Residential Subdivision it of Otse for the City o g by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk, Dan Licht, City Planner Andy MacArthur, City Attorney Lucinda Gardner, Darrel A. Farr Development Corp. Brian Johnson, P.E. Westwood Professional Services, Inc. Reviewed by: Ronald J. Wagner, P.E. William Morris, P.E. Brent M. Larson Date: April 27, 2005 Proposed Development: Kittredge Crossings 10 Addition Street Location A portion of the southwest 1 /4 of Section 26, T121 N, R24W, of Property: 80.7 acres, north of 70 Street NE, west of LeBeaux Avenue NE, and east of Kadler Avenue NE. Applicant: Lucinda Gardner Darrel A. Farr Development Corporation 3025 Harbor Lane, Suite 317 Plymouth, MN 55447 - Developer: Darrel A. Farr Development Corporation Owners of Record: . Darrel A. Farr Development Corporation Purpose: Kittredge Crossings 10 Addition is a proposed 48 lot single family and 57 unit multi - family residential development on 80.7 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2305 \ot2305RVW1.doc TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS PRELIMINARY PLAT STREETS TRAFFIC /ACCESS ISSUES WETLANDS SURFACE WATER MANAGEMENT ENVIRONMENTAL SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs \MunicipaMotsego23xx \2305 \ot2305RVW 1.doc <� INFORMATION AVAILABLE Existing Conditions and Boundary, 3/1/05, by Westwood Professional Services, Inc. Preliminary Plat, 4/13/05, by Westwood Professional Services, Inc. Preliminary Grading and Drainage Plan, 3/1/05, by Westwood Professional Services, Inc. Preliminary Utility Plan, 3/1/05, by Westwood Professional Services, Inc. Preliminary Landscape Plan, 3/1/05, by Westwood Professional Services, Inc. City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances, 10/14/02 • National Wetland Inventory Map, 1991 Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003. EXISTING CONDITIONS 1. Existing zoning classifications for land in and abutting the subdivision shall be shown on the plan (Section 21- 6- 2.B.2). 2. Existing 100 -year flood elevations shall be shown on the plan (Section 21- 6- 2.B.9). 3. Location, size, and elevations of existing storm sewer and culverts, or any other underground facility within 150 feet of the proposed plat, shall be shown on the plan (Section 21- 6- 2.B.5). 4. Boundary lines of adjoining unsubdivided or subdivided land need to be identified by name and ownership (Section 21- 6- 2.B.6). PRELIMINARY PLAT 1. Location, dimensions, and purpose of all proposed easements shall be shown on the plan (Section 21- 6- 2.C.5). 2. Geotechnical data shall be submitted for review (Section 21- 6- 2.B.11). 3. Additional Right -of -way may be required at the west end of Kittredge Parkway NE to accommodate turn lanes onto Kadler Avenue NE. 4. There are no roadways extending to the south off Kittredge Parkway NE. Access to the southern portion of the plat must be made from Kittredge Parkway NE. \ \Ha01 \Shared Docs \MunicipaIWotsego23xx \2305 \ot2305RVW1.doc 5. It is unclear why the entire Outlot B of Kittredge Crossings 5 Addition and four townhome units (Block 7, Lots 12,13, &14) is being re- plated as part of Kittredge Crossings 10 Addition. STREETS 1. Include - centerline horizontal curve data on plan. 2. A temporary turn - around facility shall be provided at the closed end of Street A and Street C, in conformance with cul -de -sac size requirements. Temporary facilities shall not require curb and gutter and the construction standards shall be established by the City Engineer. Construction of said streets shall be to the boundary of the plat (Section 21- 7 -5.E). 3. • Construction traffic will not be allowed to enter the construction site via 74 Street NE or Kadler Avenue NE unless proper erosion control (rock entrances) are depicted to allow construction traffic by these streets. TRAFFIC /ACCESS ISSUES 1. At this time we do not feel that improvement of Kadler Avenue NE is required. Access fees will be collected at this time for future improvements when development west of Kadler Avenue NE occurs. We expect most of the traffic generated by this development to use Kittredge Parkway NE to access 70 Street NE, C.S.A.H. 19, and 1 -94. WETLANDS 1. Avoidance of wetlands must be attempted. If wetlands must be disturbed or filled they must be mitigated as per WCA requirements (Section 20- 16- 9.E.2). It appears that existing wetlands in proposed Outlot B and Block 3 will require mitigation. 2. A protective buffer of natural vegetation at least 20' wide from the delineated edge shall surround all wetlands. A principal building setback of 40' from the delineated edge of all wetlands or 20' from the protective buffer easement, whichever is greater, shall be provided. Some proposed structures do not meet this setback (Section 20- 16 -9.E). SURFACE WATER MANAGEMENT 1. A complete stormwater drainage report shall be submitted as outlined in the City of Otsego Engineering Guidelines, Appendix C, Policy on Stormwater Drainage Submittal Requirements for Developer. 2. The hydrology report for Kittredge Crossings Phase 1 & 2 does not take in to account any Stormwater drainage from Kittredge Crossings 10 Addition. Stormwater sedimentation ponds are required to treat the onsite Stormwater runoff before being discharged off site. \ \Ha01 \Shared Docs\ Municipal \Aotsego23xx\2305 \ot2305RVW 1.doc • ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required (Section 21 -6- 2.B.11). SANITARY SEWER COLLECTION SYSTEM 1. The sanitary sewer system for this project must be revised to provide for the future service of the properties on the north side of 70 Street included in the West Otsego Subdistrict W2. This will require a 12" trunk sewer stub to the south. Please contact William Morris for specific details of location and elevation of this stub. 2. The sanitary sewer system for this project must be revised to provide for the future service of the properties included in the West Otsego Subdistrict W3, W4, W6 and W8. This will require a 21" trunk connection into the 24" trunk. Please contact William Morris for specific details of location and elevation of this connection 3. Pipe oversizing and /or additional pipe depth may be required to extend service to other areas. In addition the route may need to be revised to service other areas. WATER DISTRIBUTION SYSTEM 1. The 12" trunk water line is needed to serve the future high density uses planned north of 70 street and up to this projects limits along Kittredge Parkway. Revise the route of the 12" trunk water line to follow Kittredge Parkway for all of its length. This should be accomplished by tying to the existing 12" water line in 74 Street and then crossing the site using the easternmost cul -de -sac to reach Kittredge Parkway at about 200 feet from the projects eastern boundary. Continue the 12" trunk water to Kadler Avenue. Provide 12" stubs to the south at each roadway intersection. OTHER CONSIDERATIONS 1. Kittredge Crossings 9 Addition townhome layout has been revised. Please update on future plans. SUMMARY AND /OR RECOMMENDATION 1. We recommend approval contingent on the above comments. • \ \I-la01 \Shared Docs\ Municipal \Aotsego23xx\2305 \ot2305RVW 1.doc CITY OF OTSEGO CITY COUNCIL CITY ENGINEER'S AGENDA May 9, 2005 Item 8.1: Consider Approving 70 St. Extension Plans (north of Remington Coves) Item 8.2: Consider Approving Change Order #3 and Pay Estimate #4 for Maclver Avenue Project Item 8.3: Consider Accepting bids and Awarding Project for Otsego Waterfront East • Item 8.4: Any Other Engineering Business \ \Ha01 \Shared Docs \Municipal\AOTSLGO \Agendas \councilagenda28.doc ITEM 8_1 Pay Estimate No. 4 - - ____ City of Otsego Improvement Project 04 -03 Maciver Avenue and 70th Street NE ENGINEER'S ESTIMATE Street & Storm Sewer Construction for 70th Street NE Extension (Change Order #4) Bid Schedule "A" - Streets Item Estimated Contract - No. Description Quantity Unit Price Extension 3 Clearing and Grubbing 1 LS $1.00 $1.00 4 Remove and Salvage Concrete Culvert (24 ") 16 LF $6.00 $96.00 17 Common Excavation (P) 6,292 CY $3.19 $20,071.48 • 19 Common Borrow (LV) 12,000 CY $7.00 $84,000.00 22 Salvage Topsoil To Stockpile (LV) 3,471 CY $1.00 $3,471.00 23 Salvage Topsoil From Stockpile (LV) 3,471 CY $1.50 $5,206.50 26 Class 3/4 Modified Aggregate Base 9,100 TON $4.90 $44,590.00 27 Class 5 Aggregate Base (100% Crushed) 2,300 TON $11.20 $25,760.00 31 Type MV 4 Wearing Course Mixture (B) 871 TON $32.00 $27,872.00 32 Type MV 3 Non - Wearing Course Mixture (8) 1,220 TON $30.00 $36,600.00 33 Bituminous Material For Tack Coat 336 GAL $1.00 $336.00 38 Concrete Curb & Gutter Design B618 2,545 LF $7.31 $18,603.95 42 Type Ill Barracides 3 EACH $200.00 $600.00 43 Sign Panels, Type C 7 SF $27.50 $185.63 49 4" Double Solid Line Yellow - Paint 1,060 LF $0.20 $212.00 50 4" Double Solid Line Yellow - Epoxy 1,060 LF $0.34 $360.40 . 51 4" Solid Line White - Epoxy 2,120 LF $0.17 $360.40 55 Seeding - Type Lawn Restoration 1 ACRE $85.00 $85.00 56 Seeding Mixture - 60B 150 LBS $2.25 $337.50 58 Commercial Fertilizer, 10 -10 -10 500 LBS $0.20 $100.00 59 Mulch Material Type 1 2 TON $155.00 $310.00 Total Bid Schedule "A" $269,158.86 Bid Schedule "B" - Storm Sewer Item Estimated Contract No. Description Quantity Unit Price Extension 7 15" RC Pipe Sewer Design 3006 CL V (all depths) 805 LF $21.50 $17,307.50 8 18" RC Pipe Sewer Design 3006 CL III (all depths) 486 LF $28.00 $13,608.00 9 21" RC Pipe Sewer Design 3006 CL 111 (all depths) 240 LF $31.00 $7,440.00 10 24" RC Pipe Sewer Design 3006 CL III (all depths) 312 LF $32.50 $10,140.00 13 Construct Drainage Structure 27" 1 EACH $900.00 $900.00 15 Construct Drainage Structure 2' x 3' 3 EACH $987.00 $2,961.00. 16 Construct Drainage Structure Design 48" 4020 3 EACH $1,290.00 $3,870.00 Total Bid Schedule "B" $56,226.50 TOTAL ALL BID SCHEDULES $325,385.36 • Page 1 of 1