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09-26-05 CC September 26, 2005 Rain issues at 8925 Mason Ave. NE, Otsego The creek used to dry up during the summers BEFORE: • The Outlet Mall • The housing developments south of Mason Avenue (Towne Lakes, Martin Farms, etc.) • Approximately 6 -7 years ago, some culverts were changed at key points to accommodate the flow of water in Otsego creek. In June 2003, with the 10" rain, our yard was flooded, as were some neighbors. • We sand bagged the perimeter of our house with sand bags from the City of Champlin due to the lack of preparedness from the City of Otsego. After the 2003 event, the city engineer contacted us at our request, and we spoke about the future of Otsego creek. • He stated that the new development would be equipped with holding ponds to accommodate a 6" rainfall. • I asked a hypothetical question: "What happens when the holding ponds are full and the rain continues to fall ?" He didn't have an answer. • He also stated that the DNR is very restrictive on the amount of water flow and how fast it can be dispensed into the Mississippi. Now, summer 2005 the average summer depth of Otsego creek was 12 " -18" With the 6 -8 " rain on 9- 13 -05: • The creek rose to approximately 50" in depth. (or 27" from the top of the culvert) With the 2.5" rain on 9 -21 -05 • The creek rose to approximately 52" in depth, or 25" from the top of the culvert. As of today, it remains at 42" deep and not dropping very fast. Larry Fornier stated, last week during a phone conversation, that Albertville's water flow amounts that are dispensed into the creek are being monitored or controlled. • By whom is it monitored? • Where is the documentation? • Is there an agreement between the Cities of Albertville and Otsego about water flow? • There will be future development. The roads, storm sewers and homes are established in Martin Farms. What happens when roofs, driveways and final yard grading are done? More water? How good is the future planning on your computer generated model? • What happens when we get a heavy winter snow fall, rapid thawing, and frozen ground? • How many council members are aware of the local creek flooding? • Should we as citizens of Otsego lie awake every time it rains for fear that my property will be damaged because of a creek? How do you plan on addressing this issue? Are you willing to pay for property damage which will occur if the creek rises too high and too fast because of authorized development? ITEM 5 - CLAIMS LIST CITY COUNCIL MEETING SEPTEMBER 26, 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 09 -14 -2005 $ 663,700.69 09 -08 -2005 $ 207,705.74 PAYROLL 09 -14 -2005 $ 24,021.18 GRAND TOTAL $ 895,427.61 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 09/14/05 8:06 AM Page 1 *Check Summary Register@ SEPTEMBER 2005 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid 10,000 LAKES CHAPTER OF ICC $50.00 ICC MEMEBERSHIP UnPaid AMERICAN LIBERTY CONSTRUC $6,793.12 LILYP9OND PARK UnPaid BLUE CROSS BLUE SHIELD OF $8,710.00 FINANCE -OCT UnPaid CAROL OLSON $507.00 8/30 TO 9/7 39 HRS UnPaid IMPERIAL DEVELOPERS, INC. $408,704.11 QUADAY /78TH TO 37 UnPaid J.M. SEMLER BUILDING CORP $1,000.00 7531 LANDAU AVE LNDSCP UnPaid JAMES BIRHANZEL $1,000.00 10161 JAMES AVE LNDSCP UnPaid JERRY OLSON $1,627.50 8/30 TO 9/8/05 46.50 HRS UnPaid LARRY FOURNIER $33.04 MILEAGE 81.6 MILES UnPaid MARK V CONSTRUCTION INC $1,000.00 9454 NAUGHTER AVE LNDSCP UnPaid S. R. WEIDEMA $234,081.24 MISSISSIPPI SHORES UnPaid WRIGHT COUNTY AUDITOR -TRE $194.68 WC COURT ADMINISTRATION /STATE FUN Total Checks $663,700.69 FILTER: None CITY OF OTSEGO 09/14/05 8:06 AM Page 1 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid 10,000 LAKES CHAPTER OF ICC E 250 - 42410 -360 Education/Training /Conferences $50.00 ICC MEMEBERSHIP Total 10,000 LAKES CHAPTER OF ICC $50.00 Unpaid AMERICAN LIBERTY CONSTRUCTION E 203 - 45210 -530 Improvements Other Than Bldgs $6,793.12 PAY 7 LILYP9OND PARK Total AMERICAN LIBERTY CONSTRUCTION $6,793.12 Unpaid CROSS BLUE SHIELD OF MN E 250 - 42410 -123 Health $3,784.00 BLDG - OCT E 101 - 41400 -123 Health $2,912.00 ADMIN -OCT E 101 - 43100 -123 Health $1,272.00 PW - OCT E 101 - 41600 -123 Health $742.00 FINANCE -OCT Total BLUE CROSS BLUE SHIELD OF MN $8,710.00 Unpaid �... �...w„-- ��,�,.�_w..�, «..,�,�.�n CAROL OLSON E 101 - 41400 -104 Part-time - Employees Regular $507.00 8/30 TO 9/7 39 HRS Total CAROL OLSON $507.00 Unpaid IMPERIAL DEVELOPERS, INC. E 426 -43100 -530 Improvements Other Than Bldgs $408,704.11 PAY 2 QUADAY /78TH TO 37 Total IMPERIAL DEVELOPERS, INC. $408,704.11 Jnpaid J.M. SEMLER BUILDING CORP E 702- 41400 -310 Miscellaneous $1,000.00 7531 LANDAU AVE LNDSCP Total J.M. SEMLER BUILDING CORP $1,000.00 Unpaid JAMES BIRHANZEL E 702 - 41400 -310 Miscellaneous $1,000.00 10161 JAMES AVE LNDSCP Total JAMES BIRHANZEL $1,000.00 - -,., Unpaid �,_ »�..... JERRY OLSON __ _ _ E 250 - 42410 -390 Contracted Services $1,627.50 8/30 TO 9/8/05 46.50 HRS Total JERRY OLSON $1,627.50 Unpaid LARRY FOURNIER E 101 - 41100 -321 Mileage/Travel $33.04 MILEAGE 81.6 MILES Total LARRY FOURNIER $33.04 Unpaid MARK V CONSTRUCTION INC E 702 - 41400 -310 Miscellaneous $1,000.00 9454 NAUGHTER AVE LNDSCP Total MARK V CONSTRUCTION INC $1,000.00 Unpaid S. R. WEIDEMA E 414 - 43100 -530 Improvements Other Than Bldgs $234,081.24 PAY 2 MISSISSIPPI SHORES Total S. R. WEIDEMA $234,081.24 Unpaid WRIGHT COUNTY AUDITOR - TREASURE R 101 -38991 REFUND & REIMBURSEMENTS $194.68 WC COURT ADMINISTRATION /STATE Total WRIGHT COUNTY AUDITOR - TREASURE $194.68 10100 BANK OF ELK RIVER $663,700.69 CITY OF OTSEGO 09/14/05 8:06 AM Page 2 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $5,660.72 203 PARK DEVELOPMENT $6,793.12 250 BUILDING PERMIT FEES $5,461.50 414 Revolving Capital Improvements $234,081.24 426 Quaday & 78th PROJECT $408,704.11 702 BUILDERS ESCROW FUND $3,000.00 $663,700.69 CITY OF OTSEGO 09/22/05 11:18 AM Page 1 *Check Summary Register© SEPTEMBER 2005 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABDO ABDO EICK & MEYERS LL $10,700.00 AUDIT SVC YR ENDED 12/31/04 UnPaid AIRGAS, INC. $23.05 OXYGEN /ACETYLENE UnPaid AVENET, LLC $10.00 EMAIL CLEAN UP UnPaid BRIAN & JACOLYN STELLMACH $68.42 ESC REF - CUP - HOUSE MOVE IN UnPaid BROCK WHITE CO LLC $219.81 SNGL NET WHITE BLANKETS UnPaid CROW RIVER FARM EQUIPMEN $89.20 95 INT'L REP SUPPLIES UnPaid CRYSTEEL TRUCK EQUIPMENT $11,966.70 2006 FORD 350 MODIFICATION UnPaid DAMON FARBER ASSOCIATES $78.00 LILYPOND PARK UnPaid ECM PUBLISHERS INC $66.03 PUBLIC HEARING UnPaid EMPLOYER PLAN SERVICES IN $832.66 BLDG - OCT UnPaid G & K TEXTILE LEASING SYSTE $582.22 UNIFORMS UnPaid GME CONSULTANT,. INC. $4,315.70 MACIVER AVENUE PROJECT UnPaid GOPHER STATE ONE -CALL INC $961.20 LOCATE TICKETS UnPaid GORDY LEFEBVRE $228.00 PRAIRIE PK BALLFIELD STRAW UnPaid HALLMAN OIL COMPANY $1,708.00 DIESEL UnPaid HOMES PLUS $1,000.00 LNDSCP ESC - 11671 77TH ST NE UnPaid ICMA RETIREMENT TRUST $537.31 PPE 9/10/05 CH DTD 9/14/05 UnPaid JESSICA LEA JOHNSON $1,008.55 VEHICLE DAMAGE UnPaid M.J.B. CUSTOM HOMES INC $1,000.00 LNDSCP ESC - 8875 KAHL WAY NE UnPaid MARTIES FARM SERVICE INC $305.44 RYE /SUNNY GRASS SEED UnPaid MCFOA $70.00 KAREE MEMBERSHIP FEE UnPaid MENARDS $233.63 PP SUPPLIES JnPaid MINKS ENTERPRISES INC $2,500.00 LNSCP ESC - 7487 KAHLER CT NE UnPaid MINNESOTA LIFE $160.40 BLDG LIFE - OCT UnPaid MN STATE TREASURER $20.00 CERTIFICATION RENEW - TIM ROCHEL UnPaid MONARCH HOMES, INC. $1,000.00 LNDSCP ESC - 7364 LAMBERT AVE UnPaid NORTHWEST ASSOC CONSULT $12,535.52 RIVERWOOD NATIONAL UnPaid OFFICEMAX $151.79 BLDG - INK CART UnPaid PEOPLE SERVICE INC. $45,326.67 MONTHLY SERVICE UnPaid PITNEY BOWES $448.94 POSTAGE LABELS UnPaid PUBLIC EMPLOYEES RETIREME $2,011.39 PPE 9/10/05 CH DTD 9/14/05 UnPaid RANDY POULIOT $280.00 LILY POND PK STRAW UnPaid RMR SERVICES, INC $8,496.36 METERS UnPaid RUSH MAR LAND CORPORATIO $41,058.15 HIDDEN CRK TRLS FRONTAGE PYMT UnPaid USA BLUE BOOK $2,293.42 VWVTP SUPPLIES - GATE VALVE UnPaid VISION BUILDERS $2,000.00 LNDSCP ESC - 9227 KAEDING AVE NE UnPaid W.W. GOETSCH ASSOCIATES IN $1,781.50 4 LIFT STATION INSPECTIONS UnPaid WRIGHT COUNTY AUDITOR -TRE $46,476.67 SEPT SHERIFF PATROL UnPaid WRIGHT- HENNEPIN CO -OP ELE $5,033.00 MONTHLY FEE UnPaid XCEL ENERGY _ $128.01 8899 NASHUA AVE NE Total Checks $207,705.74 FILTER: None CITY OF OTSEGO 09/22/05 11:18 AM Page 1 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ,,„. ABDO ABDO EICK & MEYERS LLP E 101 - 41600 -304 Accounting & Auditing $10,700.00 219947 AUDIT SVC YR ENDED 12/31/04 Total ABDO ABDO EICK & MEYERS LLP $10,700.00 E 101 - 43100 -210 Operating Supplies (GENERAL) $23.05 105830689 OXYGEN /ACETYLENE Total AIRGAS, INC. $23.05 Unpaid AVENET, LLC E 101 - 41400 -390 Contracted Services $10.00 10206 EMAIL CLEAN UP Total AVENET, LLC $10.00 BRIAN & JACOLYN STELLMACH G 701 -22443 STELLMACH - MOVE IN HOUSE $68.42 ESC REF - CUP - HOUSE MOVE IN Total BRIAN & JACOLYN STELLMACH $68.42 • Unpaid BROCK WHITE CO LLC E 203 - 45210 -500 Capital Outlay (GENERAL) $86.90 11411901 -00 SNGL NET WHITE BLANKETS E 203 - 45210 -500 Capital Outlay (GENERAL) $132.91 11411901 -01 SNGL NET WHITE BLANKETS Total BROCK WHITE CO LLC $219.81 Unpaid CROW RIVER FARM EQUIPMENT E 101 - 43100 -240 Small Tools and Minor Equip $23.16 113948 TAPE RULE E 101 - 43100 -220 Repair /Maint Supply (GENERAL) $66.04 113948 95 INTL REP SUPPLIES Total CROW RIVER FARM EQUIPMENT $89.20 Unpaid CRYSTEEL TRUCK EQUIPMENT E 206 - 43100 -501 Equipment $11,966.70 F20637 2006 FORD 350 MODIFICATION Total CRYSTEEL TRUCK EQUIPMENT $11,966.70 Unpaid DAMON FARBER ASSOCIATES E 203 - 45210 -390 Contracted Services $78.00 17319 LILYPOND PARK Total DAMON FARBER ASSOCIATES $78.00 Unpaid ..w. .,�m �,..W.. ECM PUBLISHERS INC E 101 - 41400 -350 Print/Binding (GENERAL) $66.03 197990 PUBLIC HEARING Total ECM PUBLISHERS INC $66.03 Unpaid -- --....,a - -- EMPLOYER PLAN SERVICES INC E 101 - 41400 -123 Health $238.77 ADMIN - OCT E 101- 43100 -123 Health $179.64 PW - OCT E 101 - 41600 -123 Health $34.65 FIN - OCT E 250 - 42410 -123 Health $379.60 BLDG - OCT Total EMPLOYER PLAN SERVICES INC $832.66 Unpaid G & K TEXTILE LEASING SYSTEM E 101 - 41940 -390 Contracted Services $79.99 1043807079 MATS E 101 - 43100 -225 Uniforms $84.69 1043807080 UNIFORMS E 101- 43100 -225 Uniforms $58.72 1043811990 UNIFORMS E 101 - 41940 -390 Contracted Services $80.58 1043816932 MATS E 101 - 43100 -225 Uniforms $57.02 1043816933 UNIFORMS E 101 -43100 -225 Uniforms $52.07 1043821884 UNIFORMS E 101 - 41940 -390 Contracted Services $80.58 1043826847 MATS E 101 - 43100 -225 Uniforms $88.57 1043826848 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $582.22 . Unpaid GME CONSULTANT,. INC. �� CITY OF OTSEGO 09/22/05 11:18 AM Page 2 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment � I E 427- 43100 -302 Engineering Fees $4,315.70 22909 MACIVER AVENUE PROJECT Total GME CONSULTANT,. INC. $4,315.70 Unpaid GOPHER STATE ONE -CALL INC E 250 - 42410 -310 Miscellaneous $961.20 5080667 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $961.20 Unpaid GORDY LEFEBVRE E 203 - 45210 -530 Improvements Other Than Bldgs $228.00 PRAIRIE PK BALLFIELD STRAW Total GORDY LEFEBVRE $228.00 Unpaid HALLMAN OIL COMPANY E 101-43100-202 Gas & Oil $882.00 162503 DIESEL E 101-43100-202 Gas & Oil $826.00 162504 GASOLINE Total HALLMAN OIL COMPANY 51,708.00 Unpaid HOMES PLUS _.»» w..,..,_........, �.,.._.........._._ ,....._,_......_._......., w..._......_. M.....,_,.. .....,___._,....».,.._____.____ E 702 - 41400 -310 Miscellaneous $1,000.00 LNDSCP ESC - 11671 77TH ST NE Total HOMES PLUS $1,000.00 RETIREMENT TRUST 101 -21705 Other Retirement $345.00 PPE 9/10/05 CH DTD 9/14/05 E 101 - 41400 -121 PERA $192.31 PPE 9/10/05 CH DTD 9/14/05 Total ICMA RETIREMENT TRUST $537.31 Jnpaid --- _,......- .___,r__—. -- JESSICA LEA JOHNSON E 101-43100-310 Miscellaneous $1,008.55 VEHICLE DAMAGE Total JESSICA LEA JOHNSON 51,008.55 Unpaid�� M.J.B. CUSTOM HOMES INC E 702 - 41400 -310 Miscellaneous $1,000.00 LNDSCP ESC - 8875 KAHL WAY NE Total M.J.B. CUSTOM HOMES INC $1,000.00 Unpaid MARTIES FARM SERVICE INC E 203 - 45210 -500 Capital Outlay (GENERAL) $305.44 215856 RYE /SUNNY GRASS SEED Total MARTIES FARM SERVICE INC $305.44 Unpaid MCFOA E 101 - 41600 -360 Education/Training /Conferences $35.00 KATHY MEMBERSHIP FEE E 101- 41400 -355 Dues & Memberships $35.00 KAREE MEMBERSHIP FEE Total MCFOA $70.00 E 101 - 45200 -310 Miscellaneous $40.43 94754 PP SUPPLIES E 101 - 45200 -310 Miscellaneous $180.96 96481 PP SUPPLIES E 101 - 45200 -310 Miscellaneous $12.24 96572 PP SUPPLIES Total MENARDS $233.63 Unpaid MINKS ENTERPRISES INC E 702 - 41400 -310 Miscellaneous _ $2,500.00 LNSCP ESC - 7487 KAHLER CT NE Total MINKS ENTERPRISES INC $2,500.00 Unpaid iw' MINNESOTA LIFE E 250 - 42410 -130 Employer Paid Ins (GENERAL) $28.50 BLDG LIFE - OCT E 101 - 41600 -130 Employer Paid Ins (GENERAL) $4.10 FIN LIFE - OCT E 101 - 41400 -130 Employer Paid Ins (GENERAL) $22.10 ADMIN LIFE - OCT E 101 - 43100 -130 Employer Paid Ins (GENERAL) $105.70 PW LIFE - OCT Total MINNESOTA LIFE $160.40 CITY OF OTSEGO 09/22/05 11:18 AM Page 3 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment Unpaid MN STATE TREASURER E 250 - 42410 -360 Education/Training /Conferences $20.00 CERTIFICATION RENEW -TIM ROCH Total MN STATE TREASURER $20.00 Unpaid MONARCH HOMES, INC. �� E 702 - 41400 -310 Miscellaneous $1,000.00 LNDSCP ESC - 7364 LAMBERT AVE Total MONARCH HOMES, INC. $1,000.00 Unpaid NORTHWEST ASSOC CONSULTANTS G 701 -22453 ER UTILITIES 5144.69 14737 E.R. UTILITIES G 701 -22406 KITCROSS 5/6 545.00 14737 KITTREDGE CROSSING 5TH G 701 -22402 WATERFRONT 5 HEMPEL $216.00 14737 HEMPLE PUD G 701 -22414 GOODYEAR/LANDCOR $240.99 14737 GOODYEAR E 101- 41570 -303 Planning Fees $119.55 14737 DARKENWALD ADMIN SUBDIVISIION G 701 -22433 ZIMMER FARMS 5 /PHASE 4 5918.25 14737 ZIMMER FARMS 5TH G 701 -22461 RIVER PLAZA - LANDCOR $243.00 14737 RIVERPLAZA PUD G 701 -22450 OUTLOT L WFE RETAIL BLDG $802.15 14737 WFE OUTLOT L G 701 -22462 DUKE REALTY $468.61 14737 DUKE REALTY G 701 -22460 FEATHERWIND - FARR 51,675.54 14737 FEATHERWIND G 701 -22449 KOLLES /DARE/TOM BROWN $90.00 14737 DARE OUTLOT G 701 -22445 RIVER PLACE II $15.75 14737 RIVERPLACE 2ND G 701 -22463 ARBOR CREEK 4TH $736.50 14737 ARBOR CREEK 4TH G 701 -22315 RIVERWOOD NATIONAL $36.00 14737 RIVERWOOD NATIONAL G 701 -22392 MISSISSIPPI COVE $126.00 14737 MISSISSIPPI COVE G 701 -22434 Crimson Ponds West $994.50 14737 CRIMSON PONDS WEST E 101-41570-303 Planning Fees $1,685.14 14738 GENERAL E 101 - 41570 -303 Planning Fees $31.50 14738 SCHOOL MAPS E 250 - 42410 -303 Planning Fees $1,696.35 14739 GENERAL E 101 -41570 -303 Planning Fees $2,250.00 14740 MEETINGS Total NORTHWEST ASSOC CONSULTANTS $12,535.52 Unpaid OFFICEMAX �� E 101- 41400 -201 Office Supplies $82.59 306833 MISC SUPPLIES E 250 - 42410 -201 Office Supplies $69.20 306833 BLDG - INK CART Total OFFICEMAX $151.79 Unpaid PEOPLE SERVICE INC. - E 430 - 43256 -310 Miscellaneous $405.17 9687 MISC MAINT /OFC SUPP E 602 - 49450 -350 Print/Binding (GENERAL) $10,299.50 9687 MONTHLY SERVICE E 601 -49400 -390 Contracted Services $10,299.50 9687 MONTHLY SERVICE E 601 - 49400 -310 Miscellaneous $247.50 9687 CITESCAPE E 430 - 43256 -500 Capital Outlay (GENERAL) $24,075.00 9687 LABOR WWWT CONSTRUCTION Total PEOPLE SERVICE INC. $45,326.67 Unpaid...,_ .._.. q PITNEY BOWES - E 101 - 41400 -413 Office Equipment Rental $351.00 4705027 -SPO5 METER E 101 - 41400 -203 Supplies - General $97.94 585076 POSTAGE LABELS Total PITNEY BOWES $448.94 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101 -21704 PERA $965.00 PPE 9/10/05 CH DTD 9/14/05 E 101 - 41400 -121 PERA $135.34 PPE 9/10/05 CH DTD 9/14/05 E 101 - 43100 -121 PERA $299.91 PPE 9/10/05 CH DTD 9/14/05 E 250 - 42410 -121 PERA $478.37 PPE 9/10/05 CH DTD 9/14/05 E 101 - 41600 -121 PERA $132.77 PPE 9/10/05 CH DTD 9/14/05 Total PUBLIC EMPLOYEES RETIREMENT FD $2,011.39 Unpaid RANDY POULIOT CITY OF OTSEGO 09/22/05 11:18 AM Page 4 *Check Detail Register© SEPTEMBER 2005 Check Amt Invoice Comment E 203 - 45210 -530 Improvements Other Than Bldgs $280.00 LILY POND PK STRAW Total RANDY POULIOT $280.00 Unpaid RMR SERVICES, INC E 601 - 49400 -203 Supplies - General 58,496.36 2005 -106 METERS Total RMR SERVICES, INC $8,496.36 Unpaid RUSH MAR LAND CORPORATION INC E 414 - 43100 -530 Improvements Other Than Bldgs 541,058_15 HIDDEN CRK TRLS FRONTAGE PYMT Total RUSH MAR LAND CORPORATION INC $41,058.15 Unpaid USA BLUE BOOK E 430 - 43256 -530 Improvements Other Than Bldgs 51,751.34 35042 WWTP SUPPLIES - DEHUMIDIFIER E 430 - 43256 -530 Improvements Other Than Bldgs $542.08 39196 VWVTP SUPPLIES - GATE VALVE Total USA BLUE BOOK 52,293.42 Unpaid.. �=, G,,.._....,.... ..,_...»....._.......�...�..,� VISION BUILDERS E 702 - 41400 -310 Miscellaneous 51,000.00 LNDSCP ESC - 9227 KAEDING AVE E 702 - 41400 -310 Miscellaneous 51,000.00 LNDSCP ESC - 7514 LARGE AVE NE Total VISION BUILDERS $2,000.00 Unpaid W.W. GOETSCH ASSOCIATES INC E 602- 49450 -390 Contracted Services $1,781.50 612275 -425 4 LIFT STATION INSPECTIONS Total W.W. GOETSCH ASSOCIATES INC $1,781.50 Jnpaid WRIGHT COUNTY AUDITOR - TREASURE E 101 Contracted Services $46,476.67 PATROL - 05 - 9 SEPT SHERIFF PATROL Total WRIGHT COUNTY AUDITOR- TREASURE 546,476.67 ._.___ Unpaid WRIGHT- HENNEPIN CO -OP ELECTRIC E 601 - 49400 -390 Contracted Services $2,516.50 15264 MONTHLY FEE E 602 - 49450 -390 Contracted Services $2,516.50 15264 MONTHLY FEE Total WRIGHT - HENNEPIN CO -OP ELECTRIC $5,033.00 E 101 - 43160 -322 Utilities _ $128.01 8899 NASHUA AVE NE Total XCEL ENERGY $128.01 10100 BANK OF ELK RIVER $207,705.74 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $68,368.37 203 PARK DEVELOPMENT 51,111.25 206 CAPITAL EQUIPMENT REVOLVING $11,966.70 250 BUILDING PERMIT FEES $3,633.22 414 Revolving Capital Improvements $41,058.15 427 MACIVER/70TH ST ACCESS $4,315.70 430 West Trtmnt Plant -Phase 1 $26,773.59 601 WATER FUND $21,559.86 602 SEWER FUND $14,597.50 701 DEVELOPMENT ESCROWS FUND $6,821.40 702 BUILDERS ESCROW FUND $7,500.00 $207,705.74 ITEM 5.2 NO DISCHARGE OF FIREARMS ZONE MAP CITY OF 7-Th\ o OTSEGO �� Q -~ ' ON THE GREAT RIVER ROAD c 11111r11i o its 4_, _ � � ni Imo= � � ��I� �� . ■ NAC Plit .. amp / immIri - .-� Ewa u DATA PROVIDED , isamilamIti I Ui 0 0. 0 1 Mile ;; ■�� t 1 inch equals 1 mile 1 .1.10.0.. 1111111111111111" •� Ij _ aim = . 1 \. ii i 1111111111.1111 ! I I� ,_. Emormaii 8.1 I This map is published pursuant to Chapter 5, Section 2 of the City Code ` �il�f establishing regulations pertaining to the discharge of firearms and �� - hunting in the City of Otsego, Minnesota. For more information, please 1 call City Hall at (763) 441 -4414. 1—__/ 1 By: No Discharge Zone; No person may discharge Karee Rowell, Deputy City Clerk any firearm within the No Discharge Zone. Published: Elk River Star News on Outside of the No Discharge Zone, no person may Posted: Otsego City Hall on discharge a firearm within 500 feet of any building without the owner's written permission carried on their person in accordance with Section 5 -2 -4 of the City Code. IV Consent Agenda 9/26/05 City of Otsego Project Project Name Pay Estimate # No. Contractor Amount Grenins Mississippi 1 -FINAL N/A Hennen $6,896.00 Hills/Vintage Golf Course Construction Drainage Repair Co. 4Erriv D SEA 1 ? 2005 Normal eallstructiew CO 14520 MAIN ST. (HWY 101) ROGERS, MN 55374 PHONE (763) 428 -4177 FAX (763) 428 -2462 Invoice Date Invoice # 7/8/2005 707 Bill To HAKANSON ANDERSON & ASSOC. RON WAGNER 3601 THURSTON AVE. ANOKA, MN 55303 P.O. Number Terms RIVERWOOD Item Quantity Description Rate Amount GRADED SWALE AT ✓ri 4C( GOLF COURSE - OTSEGO, MN Service LUMP SUM INCLUDING; MATERIALS, LABOR, 6,896.00 6,896.00 EQUIPMENT, MOBILIZATION - ZAr 044).dae,5 MIWD6D ?fry 16,00 64 Q K4.046- SkI'F.reD STi ucru,R6 4t to-PC I Thank you for your business. Balance Due $6,896.00 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!ainacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Laurie Shives / Daniel Licht DATE: September 20, 2005 RE: Otsego — 14814 92 Circle NE; Conditional Use Permit for a 2 nd Driveway FILE: 176.02 — 05.31 On September 19, 2005 the Planning Commission held a public hearing for discussion of the proposed Conditional Use Permit to allow a second driveway access for Mr. Dale Boeshans of 14814 92 Circle NE. It is important to note that the applicant has taken immediate action to rectify the second access situation upon receipt of an Administrative Notice for violation of the Zoning Ordinance. Their cooperation and attention to resolving this issue has been greatly appreciated by City staff. Additionally, as a condition of approval the applicant is required to pave the second access and has up to one year to do so. The applicant was present at the public hearing and there were no comments from the public. The public hearing was closed and the Planning Commission did not discuss any significant issues with the request. The Planning Commissionl then voted 6 -0 to recommend approval of the application. POSSIBLE ACTIONS A. Motion to approve a CUP allowing a second driveway located at 14814 92 Circle NE subject to the following conditions: 1. The width of the second driveway must adhere to regulations of Section 20-21 - 4.H.7 which require it to be 30 feet or less and the specifications of the Engineering Manual, subject to approval of City Staff. 2. Per regulations outlined in Section 20- 21- 4- H.12.b, the second driveway must be surfaced with asphalt, concrete, cobblestone or paving brick. 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. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Ron Wagner, City Engineer Andy MacArthur, City Attorney Dale Boeshans, applicant 2 CITY OF 09 -20 -05 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA CONDITIONAL USE PERMIT APPLICANT: Dale Boeshans APPLICATION: Request for approval of a conditional use permit to allow a second access driveway located at 14814 92 Circle NE CITY COUNCIL MEETING: 26 September 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 3, Block 4 Antelope Park, City of Otsego, County of Wright, State of Minnesota. B. The property lies within the Long Range Urban Service Area and is guided for low density residential uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -3, Residential Long Range Urban Service District. The applicant received an administrative notice for installation of a second access to a public street from a single family lot without prior approval of a conditional use per mit as required by Section 20- 21- 4.H.11.d(2) of the Zoning Ordinance; The applicant is requesting approval of said CUP to abate the Zoning 0 rdinance violation. D. The application is to be evaluated based upon (but not I imited to) the criteria established by Section 20 -4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Comment: The Comprehensive Plan establishes policies requiring the number of accesses to public streets is to be minimized to balance property access with proper traffic management, land use compatibility and to avoid private improvements within public rights -of -way. The existing location and orientation of the accessory garage structure demonstrates a need for the second access. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is located in a subdivision of one acre single family lots with minimum widths of at least 150 feet. The establishment of a second driveway will be compatible with the surrounding land uses, given that they are all single family residential lots of at least one acre in area. 3. The proposed use's conform ity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Comment: The design and location of the second dr iveway shall conform to all 1 applicable Zoning Ordinance and Engineering Manual performance standards. 4. The proposed use's effect upon the area in which it is proposed. Comment: The second driveway is not anticipated to have any effect upon the area in which it is located. 5. The proposed use's impact upon property values of the area in which it is proposed. Comment: Although no study has been complete d, 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 proposed second driveway is not anticipated to generate any additional traffic impacting Ogren Avenue NE. 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. E. The planning report dated 13 September 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2005 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested conditional use permit for a second driveway access located at 14814 92 Circle NE is hereby approved, based on the most current plan and information received to date, subject to the follow ing conditions: 1. The width of the second driveway must adhere to regulations of Section 20- 21 -4.H.7 which require it to be 30 feet or less and the specifications of the Engineering Manual, subject to approval of City Staff. 2. Per regulations outlined in Section 20- 21- 4- H.12.b, the second driveway must be surfaced with asphalt, concrete, cobblestone or paving brick. 3. Comments of other City Staff. 2 ADOPTED by the Otsego City Council this 26 day of September, 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 pianners:Dunacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 20 September 2005 RE: Otsego — Great River Centre; Dare Outlot NAC FILE: 176.02 — 05.30 The Planning Commission held a public hearing on 19 September 2005 to consider the applications for development of 55,330 square feet of commercial retail, service and office uses within three buildings at the southeast corner of 88 Street and Parrish Avenue (CSAH 42). Mr. Tom Brown of Terra Development, Inc. and Mr. Daniel Green of Miller Dunwiddie Architects, Inc. were present to represent the project. A representative of Christ Lutheran Church, which is located north of the subject site, spoke at the public hearing with questions regarding the potential relocation of their driveway to 88 Street. The developer presented a revised site plan illustrating how the Church driveway would be relocated to align with accesses proposed with the project. City staff emphasized that the recommended condition of approval is that the developer revise their site plan to match the Church access or the developer pay to relocate the Church access through agreement with the Church. There were no other public comments. The only significant issue discussed by the Planning Commission related to the proposed architecture of the two retail buildings. Mr. Green explained the origin of the proposed forms and indicated that a major goal was to create buildings unique to this development. Mr. Brown and Mr. Green responded to the primary critique of the roof line of Building B indicating that they would explore some revisions to address the concerns raised by the Planning Commission. The Planning Commission closed the public hearing and voted 6 -0 to recommend approval of the applications as shown below. The applications will be considered by the City Council at their meeting on 26 September 2005 at 6:30 PM. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Ordinance amendment establishing a PUD District for land to be included within the Great River Centre Preliminary Plat based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Decision 2 — PUD Development Stage Plan /Preliminary Plat A. Motion to approve a PUD Development Stage Plan and Preliminary Plat for Great River Centre, subject to the following conditions: 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service which is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are to be paid at the time of building permit approval based upon the definition of each tenant space. 2. The uses allowed within the PUD District will be the same as provided for by the B -3 District. 3. Setbacks applicable to the PUD District shall be as follows: Parrish 88 St. Future Btwn. Parking Ave. 87 St. Bldgs. ROW Side 30' 10' 10' 20' 10' 5' 4. Right -of -way dedication and street section designs for Parrish Avenue shall be subject to review and approval by the City Engineer and Wright County. Right -of -way to be dedicated shall be shown on the preliminary plat and all other development plans. 5. Outlot A shall be revised to be of sufficient width to provide for the north 40 feet of future 87 Street. 6. The westerly access to the subject site from 88 Street shall be revised as right -in only. 7. The center access to the subject site from 88 Street shall be revised to align with the existing driveway to Christ Lutheran Church or the driveway to the Church reconstructed to align with the proposed site access. 2 8. An estimate for the cost of materials and installation of the landscape plan must be submitted with a final plat application for inclusion as a security amount within the development contract. 9. Occupancy of the tenant spaces shall be subject to provision within the subject site of at least 90 percent of the number of parking stalls required by Section 21 of the Zoning Ordinance unless an amendment to the PUD Development Stage Plan is approved. 10. A revised site plan illustrating truck turning radii shall be submitted and is subject to review and approval by City staff. 11. The site plan is revised to align the intersection from the north -south driveway to be a four -way design. 12. The site plan at the southwest corner of Building A shall be revised such that the drive aisle west of Building A is restricted to south bound movement only. 13. The site plan shall be revised to provide a sidewalk along the south side of 88 Street. 14. A lighting plan identifying the type, location, height and illumination pattern of all exterior light sources shall be submitted and shall conform to Section 20 -16 -10 of the Zoning Ordinance. 15. A ten foot drainage and utility easement shall be established along Parrish Avenue, 88 Street and the south line of Lot 2. All easements are subject to review and approval by the City Engineer. 16. All grading and stormwater management plans shall be subject to review and approval by the City Engineer. 17. All utility plans shall be subject to review and approval by the City Engineer. 18. Payment of a cash fee in lieu of land of $122,150.00 to satisfy park dedication requirements shall be deferred until such time as Outlot A is final platted or additional credits in favor of the developer are required. 19. The applicant shall enter into a development contract with the City agreeing to pay all fees and securities, subject to review and approval by the City Attorney. 3 B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. c. Mike Robertson, City Administrator Judy Hudson, City Clerk /Zoning Administrator Ron Wagner, City Engineer Andy MacArthur, City Attorney Tom Brown, Terra Development Daniel Green, Miller Dunwiddie Geoff Martin, DSU 4 CITY OF 09 -20 -05 OTSEGO FINDINGS & DECISION ZONING MAP AMENDMENT, PUD DEVELOMENT STAGE PLAN & WRIGHT COUNTY, MINNESOTA PRELIMINARY PLAT APPLICANT: Terra Development, Inc. APPLICATION: Request for a Zoning Map amendment rezoning land included as pa rt of the Great River Centre Preliminary Plat. CITY COUNCIL MEETING: 26 September 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, MRD Commercial Park, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sanitary Sewer Service District. C. The subject site is zoned A -1, Agriculture Rural Service District, R -3, Residential Long Range Urban Service District and B -3, General Business District. The developer is requesting a Zoning Map amendment to establish a PUD, Planned Unit Development District for development of 55,300 square feet of commercial uses within three buildings. D. Consideration of the application is to be based upon (but not limited to) the criteria established by Section 20 -3 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan identifies the area surrounding the intersection of CSAH 39 and Parrish Avenue as the City's primary commercial center. The proposed development is consistent with the objectives for establishment of a wide range of commercial uses to service local and regional patrons. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the existing /planned uses shown in the table below. The proposed development presents no compatibility issues with these uses. Direction Land Use Plan Zoning Map Existing Use North Commercial B -3 District Bank Institutional INS District Church East NA NA TH 101 South Commercial A -1 District Agriculture West Commercial A -1 District Undeveloped Single Family 1 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development will conform to the requirements of the Zoning Ordinance, Subdivision Ordinance and specific PUD Development Stage Plan approvals. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development is an expansion of commercial business opportunities within the City utilizing available City infrastructure and expanding the City's tax base for a positive overall effect. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use will generate additional traffic that has been studied as part of an AUAR for this area of the City. Improvements to major roadways within the area will be programmed to accommodate increasing levels of traffic. The capacity of roadways serving this area is adequate for this phase of the developmen t. 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 utilizes in -place City infrastructure intended to allow for this type and intensity of development. No negative impacts to City infrastructure or services are anticipated. E. The planning reports dated 14 Septem ber 2005 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering memorandum dated 14 September 2005 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 September 2005 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6 -0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested applications are hereby APPROVED, subject to the following conditions: 2 1. Approval of a preliminary plat shall not guarantee access to sanitary sewer and water service which is only guaranteed to projects with approved final plats. Applicable SAC and WAC fees are to be paid at the time of building permit approval based upon the definition of each tenant space. 2. The uses allowed withi n the PUD District will be the same as provided for by the B -3 District. 3. Setbacks applicable to the PUD District shall be as follows: Parrish 88 St. Future ' Btwn. I Parking Ave. 87 St. Bldgs. ROW Side 30' 10' 10' 20' 10' 5' 4. Right -of -way dedication and street section designs for Parrish Avenue shall be subject to review and approval by the City Engineer and Wright County. Right -of -way to be dedicated shall be shown on the prel iminary plat and all other devel opment plans. 5. Outlot A shall be revised to be of sufficient width to provide for the north 40 feet of future 87 Street. 6. The westerly access to the subject site from 88 Street shall be revised as right -in only. 7. The center access to the subject site from 88 Street shall be revised to align with the existing driveway to Christ Lutheran Church or the driveway to the Church reconstructed to align with the proposed site access. 8. An estimate for the cost of materials and installation of the landscape plan must be submitted with a final plat application for inclusion as a security amount within the development contract. 9. Occupancy of the tenant spaces shall be subj ect to provision within the subject site of at least 90 percent of the number of parking stalls required by Section 21 of the Zoning Ordinance unless an amendment to the PUD Development Stage Plan is approved. 10. A revised site plan illustrating truck turning radii shall be submitted and is subject to review and approval by City staff. 11. The site plan is revised to align the intersection from the north -south driveway to be a four - way design. 12. The site plan at the southwest corner of Building A shall be revised such that the drive aisle west of Building A is restricted to south bound movement only. 13. The site plan shall be revised to provide a sidewalk along the south side of 88 Street. 14. A lighting plan identifying the type, location, height and ill umination pattern of all exterior light sources shall be submitted and shall conform to Section 20 -16 -10 of the Zoning Ordinance. 15. A ten foot drainage and utility easement shall be established along Parrish Avenue, 88 Street and the south li ne of Lot 2. All easements are subject to review and approval by the City Engineer. 16. All grading and stormwater management plans shall be subject to review and approval by the City Engineer. 3 17. All utility plans shall be subject to review and approval by the City Engineer. 18. Payment of a cash fee in lieu of land of $122,150.00 to satisfy park dedication requirements shall be deferred until such time as Outlot A is final platted or additional credits in favor of the developer are required. 19. The applicant shall enter into a development contract with the City agreeing to pay all fees and securities, subject to review and approval by the City Attorney. ADOPTED by the Otsego City Council this 26 day of September, 2005. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 ORDINANCE NO.: 2005 -19 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO ESTABLISH A PUD DISTRICT FOR LAND INCLUDED WITHIN THE GREAT RIVER CENTRE PUD DEVELOMENT STAGE PLAN /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 Outlots A MRD Commercial Park, City of Otsego, County of Wright, State of Minnesota. Section 2. The property is hereby rezoned from A -1, Agriculture Rural Service District, R -3, Residential Long Range Urban Service District, B -3, General Business District to a PUD, Planned Unit Development District designation. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. PASSED by the Otsego City Council this 26th day of September, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk /Zoning Administrator Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Tom Brown, Terra Development, Inc. Geoff Martin, Dahlgren Shardlow and Uban Daniel Green, Miller Dunwiddie Architecture Chris Carda, P.E. RLK Kuusisto LTD Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Date: September 14, 2005 Proposed Development: Great River Center of Otsego — Dare Outlot Street Location A portion of the NE 1 /4 of the NE 1 /4 of Section 22, T121, R23 of Property: and a portion of the NW "1/4 of the NW 1 /4 of Section 23, T121, R23. 17.46+ acres, southwest of C.S.A.H. 42 and 88 Street N.E. Applicant: Tom Brown Developer: Terra Development, Inc. 21025 Commerce Blvd. Suite #900 Rogers, MN 55374 763- 463 -0289 Owners of Record: Appello Group, LLC Purpose: Great River Center of Otsego — Dare Outlot is a proposed retail commercial and office development on 17.46± acres in the City of Otsego, Wright County, Minnesota. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) \ \Ha01 \shared docs \Municipal\Aotsego22xx \2500 \ot2500GtRvrCntrRVW 1.doc TABLE OF CONTENTS INFORMATION AVAILABLE SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY TRAFFIC /ACCESS ISSUE PRELIMINARY PLAT PRELIMINARY GRADING PLAN WETLANDS PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM WATER SYSTEM SURFACE WATER MANAGEMENT STREETS ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \ \Ha01\shared docs \MunicipaMotsego22xx \2500 \ot2500GtRvrCntrRVWl.doc INFORMATION AVAILABLE Preliminary Plat of Great River Center of Otsego -Dare Outlot, 8/30/05, by Miller Dunwiddie Architecture, Inc. Existing Condition Plan for Great River Center of Otsego -Dare Outlot, 8/30/05, by Miller Dunwiddie Architecture, Inc. Preliminary Site Grading Plan for Great River Center of Otsego -Dare Outlot, 8/30/05, by Miller Dunwiddie Architecture, Inc. Preliminary Utility Plan for Great River Center of Otsego -Dare Outlot, 8/30/05, by Miller Dunwiddie Architecture, Inc. City of Otsego Engineering Manual, 5/12/03 Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 Page 1 \ \Ha01 \shared docs \Municipal\Aotsego22xx \2500 \ot2500GtRvrCntrRVWI .doc SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 1. No comments. TRAFFIC /ACCESS ISSUE 1. Street intersection jogs with centerline offsets of Tess than 200' are prohibited. (21-7 - 7.E) Please revise the two north -south streets intersecting 88 Street NE. Currently the alignment with the Bank driveway and Church driveway are unacceptable. 2. The accessibility to truck traffic is in question with regards to some of the 5.0' radii depicted at some of the delivery entrances. PRELIMINARY PLAT 1. Identify the current record owner(s). Provide the name, address, and contact phone number for the record owner(s) and any other applicants including land surveyors, engineers, architects, and developers. (21- 6- 2.A.3) 2. Existing zoning for land abutting the subdivision shall be shown. (21- 6- 2.B.2.) 3. Adjoining subdivided and unsubdivided land shall be identified by name and ownership. (21- 6- 2.B.6.) 4. A 10' minimum drainage and utility easement is required along all lot lines. The full (10') width is required when no easement exists on the adjoining parcel. (21- 7- 15.A.) 5. Additional R.O.W. shall be provided along C.S.A.H. 42. 75' from the centerline of C.S.A.H. 42 is required be Wright County. 6. The irregular lot lines are a concern. Please revise. 7. Additional drainage and utility easements are needed to cover the hydrants and all shared storm sewer. (Example, the storm sewer running along the southeast lot line of Lot 3 and connecting to the existing storm sewer on Quaday Avenue NE shall be covered. The storm sewer running through Lot 1 from Lot 2 shall be covered.) EXISTING CONDITIONS 1. Include the Existing Flood Plain symbol in the legend. PRELIMINARY GRADING PLAN 1. The soil borings shall be shown on the plan. (21- 6- 2.B.8.) 2. Some of the spot elevations depict a crown in the street and others indicate a cross slope. Please verify and revise. Where only a single catch basin is depicted an Page 2 \ \Ha01 \shared docs \Municipal\Aotsego22xx \2500 \ot2500GtRvrCntrRVwl.doc additional catch basin will be required to pick up the street runoff on the opposite side of the street. 3. The existing inverts for the inverts of existing catch basins at the southeast end of Quaday Avenue NE are the same. Verify that there is no grade between these catch basins. 4. The street grade behind the Lot 1 building is incorrectly called out 0.07 %. Please revise to 0.70 %. 5. Please provide additional spot elevations along the parking areas in front of the three retail buildings. 6. The grades of 3.20% in the middle of the parking area for Lot 1 and Lot 2 are incorrect. Please review and revise. 7. Please provide proposed spot elevations and /or street grades for the street north of the Lot 1 building. WETLANDS 1. No comments. PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM 1. A sanitary sewer stub has been provided on the south side of 88 Street NE. Removal of the existing street is not required. The 8" sanitary sewer has been stubbed out approximately 74' @ 0.40% (to the R.O.W.) to the south of existing MH #20 -1. The stub has an approximate elevation of 845.49. 2. Connecting to the existing sanitary sewer manhole at the southwest corner of the Lot 1 building with a sanitary sewer service will not be allowed. Instead, extending the sanitary sewer line around from the connection at 88th Street NE shall provide the service to Lot 1's building. 3. Connecting sanitary sewer services directly to manholes is not allowed. 8 "x 6" wyes shall be used for all service connections. 4. There appears to there is less than the minimum 18" required separation between the sanitary sewer and watermain crossing north of San MH B. Currently there is only approximately 0.5'. 5. Please note that SDR 26 PVC pipe is required for all sanitary sewer services and fittings. Page 3 \ \Ha01 \shared docs \MunicipalWotsego22xx \2500 \ot2500GtRvrCntrRVWl.doc WATER DISTRIBUTION SYSTEM 1. A watermain stub has been provided on the south side of 88 Street NE. Removal of the existing street is not required. The 8" watermain with a plug has been stubbed out approximately 84' (to the R.O.W) to the south of the existing 12 "x 8" cross. An 8" gate valve has already been placed on this stub. Connection with another valve in not needed. 2. Hydrant coverage is insufficient. Maximum hydrant spacing shall be 300 ft. in commercial, industrial or high- density residential areas. 3. The 16" DIP watermain is incorrectly called out a 12" DIP in the note "connect to existing 12" DIP..." at the northwest corner of Lot 2 building along C.S.A.H. 42. Please revise. 4. The method of connecting to the existing 16" and 12" watermain shall called out. For both connections a wet tap connection shall be made. 5. Two additional gate valves are required. Please locate one on each side of the 8 "x 6" tee to Lot 2 building. SURFACE WATER MANAGEMENT 1. Provide storm water runoff calculations. The 100 -yr flood must not peak within 1.5' of any buildings FFE. Storage of storm water up to 2' deep, with in the parking lots, is allowed. 2. Label the class of all storm sewer pipes. 3. Label the pipe grade and invert at CBMH 320 for Stub 321. 4. The minimum storm sewer pipe size shall be 15" diameter. 12" diameter pipe will be allowed for catch basin lead and on skimmer structure inlet pipe if necessary. Please revise the storm sewer from CBMH 311 to CBMH 310 and from CBMH 220 to CBMH 210. 5. Maintain a minimum velocity of 3 fps for a 10 -yr event. 6. Maintain a minimum cover of 2 feet from the top of pipe to top of casting or flow line elevation for RCP. HDPE pipe is not allowed in vehicle traffic areas. The cover at CB 230, CBMH 170, and CBMH 160 appear to have less than the required minimum. 7. The pipe grade from STMH 100 to the existing 30" stub does not agree with the existing pipe grade from the existing 30" stub to the existing manhole. Please revise. STREETS 1. The street along the southeast lot line of Lot 3 shall be covered by a roadway easement. (21- 7 -7.A) Page 4 \ \Ha01 \shared docs \Municipal\Aotsego22xx \2500 \ot2500GtRvrCntrRVWl.doc 2. Street names are needed for the north -south street between Lots 1, 2, & 3 and for the street along the southeast lot line of Lot 3 and shall follow the Wright County Ordered System. 3. A typical street section detail shall be included with a section based on a qualified soils engineer recommendation. Indicate the R -value of the soil. 4. The street intersections shall be rounded by a radius of no Tess than 20 feet. Corner radii to arterial and collector streets shall be no less than 30 feet. 5. Quaday Avenue NE is mislabeled Quaday Street NE. Please revise. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21 -6- 2.B.10) OTHER CONSIDERATIONS 1. A geotechnical report prepared by a qualified soils engineer shall be submitted. (21- 6-2.B.11) Geotechnical report shall include a stabilometer R- value. SUMMARY AND /OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. Page 5 \ \Ha01 \shared docs \MunicipalWotsego22xx \2500 \ot2500GtRvrCntrRVW1.doc I 88TH STREET SAW AND REMOVE EX. BITUMINOUS PAVEMENT STA 2 +703 44' LT ± TO FACILLITATE UTILITY CONSTRUCTION. EX. 16•X 16'4 1 11 16' CRO s I STA 6+70 ' LT LEAVE SIX1TH 24' (MINIMUM) OF EXISTING 88TH ST. NE 'MTM 16' X e" REDUCER, 2. 1 8 'X B WIT BITUMI P AVEMENT N PLACE TO 8' DIP AND 8' PLUG TO EA- SAN. MA401 (SOR -26) 1.08 015 201E 6' P MAINTAIN ACCESS i0 BANK AND CHURCH SALVAGE 16"X 8' REDUCER, •015 PROPERTIES 70 THE NORTH. 8' DIP AND 8' PLUG. i' \ STA 2 +60 34' LT & CAP To .'IN CONNECT TO EX. 16 16" OSS WITH .1 18 "X 12• REDUCER, 12• GA : I STA 3+10 34' LT STA 6 +85 44' LT VALVE AND BOX AND EXTE D 12' DIP CONNECT TO EX. F & 112 12•0 8•X 6• CROSS • TO THE EAST. I 8' PVC SANITARY SEWER AND EXTEND TO THE EAST F & t e{LF 8 DIP, 8' CATS VALVE & BOX (18' LT OF �) AND 8• PLUG TO SOUTH. / MH • ,�,,�� F & 112 GATE VALVE & / "�, '^ :. w,s wu E ,Iuii• { BOX & t2. 11 1/4' BEND TO EAST. u Ex xr 41410 no. ENS* F & 18 6 REDUCER. / ..'P E ASEL.I IMANENr — — 4 _ _ _ _ _ — _ _ _ _ 6' GATE VALVE &BOX, — OE ^++µ o m ' 1,.x00 usc. / s • EAff m 9 g -{�F tots — _ SEE NOTEInk 8' PLUG TO NORTH. NH /20-2 i Ens ExAxr - A •• — — . . , Y: / / .dl — / • —�_ STA B+ 0' L7 ) "' I 4 m .« - _ ' « c?iy4✓ , {, <y�ei;; ` � F k I Tz -z Ur BEND / / / y r . . Y. .. ��wwri / i II Wv.. STUB -OUT 7411 8 PVC / ASP / EXISTING 16' DIP WAIERMNN " (508 -26) • 0.408 TO THE STA 3 +90 S4 ' LT SOUTH FROM MH /20-1 & STA 7 +20 37' LT EXISTING 15' (SDR- 26)PVC I: 1 6 6' WYE- CAP SOUTH END, NOTES: F & 1 12 12 6 TEE / / SANI ARY SEVER 2011 8' PVC STA 4+00 4417 INV 815.{9 9LF 6' DIP, 6' GATE VALVE / STA 11 +60 10' LT ( SOR -26) • 1.08 12'X 12 6 TEE 1. THE LOCH OON OF THE SANITARY k BOX AND HYDRANT / F k 1 12'- 22 1 /Z' BEND — & CAP TO NORTH It E I I W/ 6' GAM VALVE & BOX 104E 6' DIP k SEWER AND WATERMAIN SERVICES w ,,. SEE NOTE n MAY BE MODIFIED IN THE FIELD. YA 8' PLUG TO NORTH 2 FOLLONC NE UIIUTY CONSTRUCTION ,$,',1:', ., I E' SEE NOTE /1 ON 88111 STREET. THE CONSIRACTOR \`L 5 STA 1 % 12"X 6' TEE W/ SHALL RCUGH GRADE AU. DISTURBED AREAS AND BRING 1811 -6 DIP. 6 GATE VALVE 0!/" "77.(17 B :> - THE PROPOSED STREET (STATION 3 & BOX & HYDRANT TO EAST & s0 a ,00 // I 6 +50 TO 12 +00) TO ROUGH W/ 12' PLUG ON SOUTH SUBGRADE ELEVATION. HOWEVER, END OF TEE. suEE i FEET I R T F FD RE T0 500D ON VA BE DE MULCHING THE NEW DRAINAGE 04104 AND THE DISTURBED AREA V+ m p WEST OF COUNTY ROAD /V2 ONLY. 2. • {H<WOSED GA G ^^ rtlp + o �p v , 1,. , pn :9 , , tYp m m .4 ri 04 c4 m n mn m n n 1 ,p ELEVATIONS t m m 2 m m m m m 1 m m m 2 m m m m m . NOTES 1 THE. LOCATION .0F. THE SANITARY SEWER .. AND WATERMAIN SERVICES MAY BE 870 (\ MODIFIED IN: THE FIELD " _ , v r -- £ ) \ PROPOSED PROFILE 870 865 0 & ° ^ _ Z.. 1 1 \ TOP OF PIPE • 6 6 PROPOSED w 2 ,,. EXISTING Q PROFILE 865 < 6 VERTICAL CLEARAN. DIP y TERMAIN TO PR BETWEEN INV^ 647. 860 Y 7.5 MI N .� R 5 d . e . . ...� ; 860 a 9aa11 1z' DIP a u wATERMAw ( ' - — — — 855 , ism . ,. — - _ _ - _ .— D. 6' 400 8 ; • IDDSTINC 1e WWi ETr wl lw (ed1 26) ^P- 8 �. 855 LOCATION i . SAN sE • O'O.40.S 10 S 0 i 1 — - 51Ue WI YhLF' PVC (s4R -1F) 51VBBfD OUT W 7H i110M 1.91 X10-3 '10 Erm11 s CAP. SOUTH Dm 850 5TING SAN NOTE: LOWER 12' PROVE MINIMUM 18' a .16 i 4 Ex1 SEWER 00 0 0Q BOTTOM. OF STORM SE 9 .PIPE -AND .TOP. OF "WATERMAIN 850 n I 27811 8' P V0 -26) O 0.48 a s 845 206LF B• PVC` (SOR -28) • 0.48 �. :' 365LF 6• PVC (50R -26) 0 0.48 •,�, n — g ; 0 - _ a .... .. . ... . ... '. ,ei i �_s" 845 . 4---- . } Euu51Xx0 $ o 'O Z 3 m .. a — 840 g , t. [LEVATION PRIOR 840 v- Z v. SWITNtY SEWER 7 C T' ^ m m m uN P p n 1 {1 e I N OS ]: O U CCNSTRUCIXXI) A x b m ,p O O m ' Ai N 1 B 9 10 m 11 12 EXISTING Ch i I 'I, o _ Ot616\OT6r . DWG • ELEVATIONS N5 o w o o SM e o n m e ,..4. el ca DATE - REVISION '® Hakanson SANITARY SEWER & WATERMAIN '" M a m + m- n n m h CM. '� 2O TO C01.11.1ENCMG F. 8 u c � � m 2 8 m aN .� « a .. r Assocslnc 88TH STREET a .6 om.W aTV of orsECo 0 1 2 3 4 5 - 1 - - W6 9/11/00 1E099 OT616 SHEDS ITEM 7_3 frfr 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: 20 September 2005 RE: Otsego — Mississippi Shores PUD NAC FILE: 176.02 — 05.29 The Planning Commission held a public hearing on 19 September 2005 to consider a Zoning Ordinance amendment rezoning the area of Mississippi Shores 6th 7th and 8th Additions to PUD District in conjunction with the current public improvement project. There were no comments from the public. Rudy Thibodeau, John Brickley and Tim Phillips were present to represent four of the five property owners. Each indicated that the necessary agreements between the property owners agreeing to implement the proposed PUD District are in process of being reviewed by legal counsel before being forwarded to the City Attorney for review. Approval of the PUD District will require execution of these agreements prior to any use of the public right -of -way will be allowed for private uses. The Planning Commission raised no significant issues and closed the public hearing. The Planning Commission voted 6 -0 to recommend approval of the proposed PUD District. The City Council will consider the application at their meeting on 26 September 2005 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve a Zoning Ordinance amendment establishing a PUD District for Mississippi Shores 6 th, 7th and 8 Additions, subject to the following conditions: 1. The uses allowed within the PUD District shall be the same as provided for by the B -3 District. 2. The minimum lot area and width requirements within the PUD District shall be the same as provided for by the B -3 District. 3. Setbacks within the PUD District shall be as follows: CSAH 39 CSAH 42 Frontage Park Side Rear Street Avenue 30ft. 30ft. Oft. 30ft. 10ft. or 35 ft. abutting an R District at the perimeter of the PUD; Within the PUD District a 20ft. separation between buildings shall be maintained. 4. Cross access and off - street parking easements shall be established over each lot within the PUD District. 5. Each property within the PUD District shall enter into a land -lease agreement with the City to provide for all maintenance of the access drive within City right -of -way and to allow use of areas within the right -of -way for parking stalls to comply with off - street parking requirements for individual uses within the PUD District. 7. Provision of off - street parking for uses within the PUD District shall comply with Chapter 21 of the Zoning Ordinance. 8. Redevelopment of any individual lot within the PUD District shall be subject to the PUD District Design Guidelines dated . The PUD District Design Guidelines are subject to review and approval of City staff. 9. All signs shall conform to Section 37 of the Zoning Ordinance. B. Motion to deny the amendment based on a finding that the action is inconsistent with the Comprehensive Plan. C. Motion to table. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Rudy Thibodeau Bob Fields Tim Philips Michael and Patricia Ringler David Gilgenbach 2 ORDINANCE NO.: 2005 -20 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO ESTABLISH A PUD DISTRICT FOR LAND INCLUDED WITHIN MISSISSIPPI SHORES 6 7 AND 8 ADDITIONS. 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 Lots 3, 4 and 5, Block 1 Mississippi Shores 6 Addition, Lot 1, Block 1 Mississippi Shores 7th Addition and Lot 1, Block 1 Mississippi Shores 8 Addition, City of Otsego, County of Wright, State of Minnesota. Section 2. The property is hereby rezoned from B -3, General Business District to PUD, Planned Unit Development District designation. Section 3. The uses allowed within the PUD District shall be the same as provided for by the B -3 District. Section 4. The minimum lot area and width requirements within the PUD District shall be the same as provided for by the B -3 District. Section 5. Setbacks within the PUD District shall be as follows: CSAH CSAH 42 Frontage Park Side Rear 39 Street Avenue 30ft. 30ft. Oft. 30ft. 10ft. or 35 ft. abutting an R District at the perimeter of the PUD; Within the PUD District a 20ft. separation between buildings shall be maintained. Section 6. Cross access and off - street parking easements shall be established over each lot within the PUD District. Section 7. Each property within the PUD District shall enter into a land -lease agreement with the City to provide for all maintenance of the access drive within City right -of -way and to allow use of areas within the right -of -way for parking stalls to comply with off - street parking requirements for individual uses within the PUD District. Section 8. Provision of off - street parking for uses within the PUD District shall comply with Chapter 21 of the Zoning Ordinance. Section 9. Redevelopment of any individual lot within the PUD District shall be subject to the PUD District Design Guidelines dated . The PUD District Design Guidelines are subject to review and approval of City staff. Section 10. All signs shall conform to Section 37 of the Zoning Ordinance. Section 11. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 12. This Ordinance shall become effective immediately upon its passage and publication. PASSED by the Otsego City Council this 26 day of September, 2005. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk /Zoning Administrator Hakanson �O 1 Anderson 3601 Thurston Avenue, Anoka, MN 55303 Assoc., Inc. Phone: 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor & City Council From: Ronald J. Wagner, City of Otsego Engineer cc: Mike Robertson, City Administrator Judy Hudson, Clerk Dan Licht, City Planner Andy McArthur, Esq. John Brickley, Land Cor Date: September 22, 2005 Re: Mississippi Shores Commercial Planned Unit Development - Development Standards Upon reviewing the Commercial PUD — Development Standards, I have the following comments: 1. The original development was Mississippi Shores 6 Subsequent re -plats have produced the 7 and 8 additions. The title should reference 6 th , 7th & 8th subdivision. 2. The business lighting should be equivalent to the lighting fixtures and materials currently used on the adjacent commercial development. The proposed lighting should match the existing lighting for the commercial development in the area. 3. Street crossings where pedestrians cross should utilize colored stamped concrete. The use of paver bricks in the roadway should be discouraged. 4. A 2 foot clear zone behind the curb should be maintained for safety and snow storage. 5. Revise the easements and include the correct exhibit layouts to correctly show the areas required for the sewer services, water services and storm sewer routes with adequate work zones. Remove the reference to Otsego Goodyear from the plans and easement exhibits. 6. Future repair and reconstruction should be incorporated into the agreement. ot2308memo9 -21 -05 ITEM 7_4 t , 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: 22 September 2005 RE: Otsego — Featherwind Farms; Revised Plans NAC FILE: 176.02 — 05.23 BACKGROUND Shadow Creek Corporation has submitted revised plans for the proposed Featherwind Farms development. These plans are intended to respond to the comments of the City Council regarding the appearance of the proposed subdivision (in particular the number of homes visible) from CSAH 39. In support of the revised plans, the developer has staked flags in the field to identify the location of an existing ridgeline and the proposed location of the first tier of houses. The developer has also provided cross - section illustrations to demonstrate the line -of -sight view from CSAH 39 of the proposed development. Exhibits: A. Revised Site Plan B. Cross Section Drawings ANALYSIS The major change between the original site plan and the revised submission is that 16 lots have been shifted away from areas immediately adjacent to or visible from CSAH 39. The overall number of lots (117) has not changed divided between 105 one -acre single family lots and 12 two -acre plus lots that would allow the keeping of horses. The number of lots able to accommodate the keeping of horses has been effected: Original Plan Revised Plan Change Single Family Lots Five Hills 41 36 -5 Hawk Meadows 38 38 - - Plum Creek 20 10 -10 Dancing Branch 4 21 +17 SUBTOTAL 99 105 +6 Lots w/ Horses Dancing Branch 18 12 -6 TOTAL 117 117 - - The revised plan is still true to the original design principals of the initial submission to promote the rural equestrian character of the development entering the neighborhood from CSAH 39 at "Featherwind Parkway ". We would recommend that the "Dancing Branch" area be revised to located all of the two -acre lots to front the circular public street, eliminate the proposed cul -de -sac and maintain the center area for a common horse exercise area. Based on discussions with the developer, they are agreeable to this change. The critical aspect of the revised plans is the visibility of the development from CSAH 39. The developer has provided cross section drawings illustrating the line -of -signt view of a passenger vehicle from three locations along CSAH 39. From View A, the homes will be setback 475 feet from CSAH 39 and screened by a landscaped berm close to CSAH 39 and trees planted on both sides of the cul -de -sac street accessing the 10 lots within the "Plum Creek" neighborhood. Perspective B shows a view of the western edge of the property where the proposed home sites will be 500 feet back from CSAH 39 and 200 feet beyond an existing ridgeline (which has been flagged in the field). Existing trees south of the ridgeline and proposed trees on both sides of streets within the development will be adequate to screen the view of homes in this area. Perspective C is slightly east of the B section drawing at the low point of the ridgeline north of CSAH 39. Again, the closest home sites will be 425 feet back from CSAH 39 and this is a side view of that lot. The developer proposes to install trees within the open space outlot south of the proposed homes to provide the necessary visual buffer. In our opinion, the changes to the site plan will minimize the visibility of the development from CSAH 39. Revised landscape plans must be submitted to correspond with the changes to the site plan. The revised plan also modified the separation between private open space and land dedicated to the City for the Northwest Creek Greenway. Some additional modifications to this plan to shift more of the open space into private open space are recommended by City staff and shown on the attached exhibit. We would recommend that the developer construct the trail within the greenway corridor as part of their project. A revised calculation of park dedication requirements will have to be made upon submission of a revised preliminary plat. 2 RECOMMENDATION Whether the revisions to the plans on the western portion of the development satisfy the issues raised by the City Council is a question for the City Council to answer. The opinion of our office is that the changes to the site plan will minimize the visibility of the development from CSAH 39. Aside from this issue, the revised site plan is generally consistent with the intent of the Comprehensive Plan and R -C District for development in this area. We do recommend further revisions to the "Dancing Branch" area of the project as detailed herein and require a full -set of revised preliminary plat, grading and landscape plans to fully evaluate compliance with applicable performance standards. The City Council may either take action to approve the application subject to conditions or again table the requests until revised plans have been submitted and reviewed by City staff. 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 -C District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the request based on a finding that the application is inconsistent with the Comprehensive Plan. C. Motion to table the application. Decision 2 — Preliminary Plat/PUD -CUP A. Motion to approve the preliminary plat and PUD -CUP for Featherwind Farms, subject to the following conditions: 1. The submitted plans shall be modified in accordance with the site plan presented to the City Council on 26 September 2005, subject to City staff review and approval. 2. Approval of the preliminary plat is subject to a decision by the City Council in response to the submitted EAW that the project does not have the potential for significant environmental effects and that an EIS is not required. 3. The number of allowed dwelling units shall not exceed the number identified on the submitted preliminary plat and compliance with any and all conditions that result in a decrease in the number of lots. 3 4. The developer shall identify the net area of the parcels set aside as permanent open space. These areas shall be restricted by conservation easement as permanent open space to be regulated by Section 20 -60 -7 of the Zoning Ordinance and subordinate to City drainage and utility easement rights. 5. The developer shall construct a 10 foot wide trail utilizing asphalt material through the greenway corridor dedicated to the City. Those trails constructed to be maintained by the homeowners association shall be at least six feet wide utilizing asphalt material. 6. The keeping of horses shall be an allowed accessory use of lots with a minimum area of two acres within the "Dancing Branch" area subject to the following conditions: a The density of horses does not exceed one (1) horse per acre. b. A shelter or stable facility shall provide a minimum of one hundred (100) square feet of enclosed area per horse. c. Detached accessory buildings used to shelter or stable horses shall conform to the accessory building limits of the R -C District, except that such buildings are not required to be within 150 feet of the principal building on the same lot. d. A manure management plan to be implemented by the HOA to include provisions addressing horses within outlots deeded to the City and compliance with Chapter 27 of the Zoning Ordinance shall be submitted. 7. The outlot conveyed to the owner of the abutting exception property at the north line of the plat shall be overlaid by an ingress /egress easement in favor of the Featherwind Farms HOA. 8. All public street and shared private drive designs shall be subject to approval by the City Engineer. 9. Any shared private drives shall be overlaid by drainage and utility easements, subject to approval by the City Engineer. 10. Street names illustrated on the preliminary plat shall be revised to conform to the Wright County grid. 11. The parcels identified on the exhibit to the Planner's memorandum of 22 September 2005 shall be dedicated to the City for park purposes. A determination as to full satisfaction of park dedication and trail improvement requirements shall be made prior to final plat approval. 4 12. Drainage and utility easements shall be established over all open space outlots. 13. All easements, grading plans and utility plans are subject to review and approval by the City Engineer. B. Motion to deny the request based on a finding that the application is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Lucinda Gardner, Shadow Creek Corporation Mike Gair, MFRA Kathleen O'Connell, MFRA Brian Johnson, Westwood Professional Services 5 ■ f 1 . f ; DILL COMMON HORSE EXERCISE SHIFT LOTS /ELIMINATE CUL -DE -SAC _ — / mestsestruivErf EXC�7AYY �" PRIVATE CY91 ACE 1 "u -.-• -- -.11- - - - C7 y - — lai I � PCN_iC P A7YC ' '� ® NI SLOTS O- ATE • ~ - Mr 112 Nil* •, no Abfr ff &V HA r , / • 41. �v��, O SL0T8 met,------ r ___ _. = A C ES CY'9Y _ SPACE PWYA7ELY'6V SAGE N ® 5LOTS 4LOTS —. • ,w AWAY qIM PRIVATE , � �71078 _ EXC9Si MEADOW 4 FL , ' FVWA7E 1 I — SP's MVO PARC— PUBLIC EC _. CREEK PRIVATE OP5YS^ACE L _, � /& _ _ I MIN SOFT. PLUM CREEK 12 - HORSE LOTS AREA 113001 ACRES 105 - OAE ACRES LOTS LOTS 10 AVERAGE AREA OF LOTS 1730± ACRES 117 - TOTAL LOTS DENOTES OPEN SPACE AREA MWIMUM RTONTAQE • 35 FOOT FRONT YARD SEIBACXG 100 FEET PUBLIC PAFIK OPEN SPACE 60.68± ACRES AVERAGE LOT W1D7H • 35 FOOT FRONT YARD SETBACK 109.051 FEET PRIVATE OPEN SPACE 100.781 ACRES TOTAL OP b RVE HLLLS AND HAWK MEADOWOPEN SPACE 16146± ACRES • DANCING BRANCH AREA 97.618±AC7'i<3S X ^ AREA 31025± ACRES LOTS 95 LOTS (2 ACRE) 12 AVERAGE AREA OF LOTS 1028± ACRES AREA OF LOTS 24646± ACRES MB�IKAN FRONTAGE • 35 FOOT RTONT YARD SE7BACK 100 RAT 8 l ' OPEN SPACE 638± ACRES AVER CIE LOT WIDTH • 35 FOOT FRONT YARD SETBACK 157.245 FEET AVERAGE AREA OF LOTS 2054± ACRES F eatherwind • MAO ; I "V Westwood R sswui�musm. I 17 I . I I � SW= Crank Corporation Farms open 9 Pboe L -J RA: f'-'4' V Qir l we- w - t Il to 0 s w Lt., y o '1 . ,1 -. I .t Il ia E ;III Ili o I ° a. I 1 I I .. o o o� h z I � a N_ 5 s I a o I P 5 1 0. ° 1 b 1r O ' t 1 4. I a z I 1 - F, I I O 63 1 , o e I 1 I I fi c , 1 l C lh : c) I O \ \ a o t o P. - I d. M a.9: 0 0 11 a 11; 2 Z U q k . N °° u r:=4 N d J v Q li W z.,. o t � rr'' I 1 r o 5 0 4 o y b I 1' I v I" I y I d 1 i I 4 I 1 ■ V I I ; J I / �i O I iii.170„,____,_„,,,„,,,,_, ' C / L_ i L LL _ M W us o a a J ' a ..,:_ . . . -- iIl - - v ° • Z� • • • I • �, �!` U ° F44 e C a k • � �_1.I L O� g P� . ,.... .... 0, ) Q • C Z ..... 41 Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, City Administrator Judy Hudson, City Clerk, Dan Licht, City Planner Andy MacArthur, City Attorney Lucinda Gardner, Shadow Creek Corp. Brian Johnson, P.E. Westwood Professional Services, Inc. Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Joseph J. MacPherson, E.I.T. Date: August 10, 2005 Proposed Development: Featherwind Farms Street Location A 325 acre portion of the northwest 1 /4 of Section 18, T121 N, of Property: R23W, and the north 1 /2 of Section 13, T121 N, R24W, north of CSAH 39, and south of the Mississippi River. Applicant: Lucinda Gardner Shadow Creek Corporation 172 Hamel Road Hamel, MN 55340 Developer: Shadow Creek Corporation Owners of Record: Vernon C. Kolles & Sons Purpose: Featherwind Farms is a 117 unit single - family residential open space cluster development on approximately 325 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with private septic systems, private wells, storm sewer, and public streets typical of a rural 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 Pollution Control Agency (but not limited to) \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2307 \ot2307RVW 1.doc TABLE OF CONTENTS INFORMATION AVAILABLE NATURAL FEATURES AND SURVEY SITE PLAN PRELIMINARY PLAT PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN STREETS TRAFFIC /ACCESS ISSUES WETLANDS SURFACE WATER MANAGEMENT ENVIRONMENTAL SANITARY SEWER COLLECTION SYSTEM OTHER CONSIDERATIONS SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs \MunicipalWotsego23xx \2307 \ot2307RVW1.doc INFORMATION AVAILABLE Natural Features and Survey, revised 8/01/05, by Westwood Professional Services, Inc. Site Plan, revised 8/01/05, by Westwood Professional Services, Inc. Preliminary Plat, revised 8/01/05, by Westwood Professional Services, Inc. Preliminary Grading and Drainage Plan, revised 8/01/05, by Westwood Professional Services, Inc. Preliminary Landscape Plan, revised 8/01/05, by Westwood Professional Services, Inc. Environmental Assessment Worksheet Draft, 7/12/05, by Westwood Professional Services, Inc. Wetland Delineation Report, July 2005, by Westwood Professional Services, Inc. Flood Insurance Rate Map, 9/30/92, by Federal Emergency Management Agency 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. NATURAL FEATURES AND SURVEY (SHEET C -2) 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). 5. The flood fringe zones shall be shown on the plans. 6. The limits of the Shoreland Overlay District shall be shown on the plan. \ \Ha01 \Shared Docs \ Municipal \Aotsego23xx \2307 \ot2307RVw1.doc SITE PLAN (SHEET C -3 TO SHEET C -4) 1. The ROW width for Featherwind Parkway at stations 12 +30 (sheet C -3) and 3 +33 (sheet C -4) is depicted incorrectly. The ROW width at these locations is 90'. 2. The typical section for the private drives shall depict a bituminous width of 24' per City of Otsego Standard Plate No. 100. 3. Lot 1, Block 34 requires a 35' building setback along both streets. 4. Cul -de -sacs shall not exceed 500 feet in length (Section 21- 7 -6.A). 5. Blocks shall not exceed 1200 feet in length (Section 21- 7 -3.B). 6. The septic system, drain field locations are shown on the plans; however, they shall be labeled as primary and secondary. PRELIMINARY PLAT (SHEET C -5 TO SHEET C -6) 1. The easement and ROW shall be rounded at intersections parallel to back of curb to allow for utility installation (111.13.). 2. Featherwind Parkway shall be renamed Lamont Parkway NE, Highmark Trail shall be renamed 98 Street NE, Millway Run shall be renamed 96 Street NE, Rosewater Trail shall be renamed 97 Court NE, Thistledown Curve (southern most stretch between Featherwind Parkway and Rosewater Trail) shall be renamed 96 Street NE, Legacy Turn shall be renamed 96 Circle NE, Ashdon Court shall be renamed Mackenzie Court NE, Thistledown Curve (northern most section between Featherwind Parkway and Rosewater Trail) shall be renamed 99 Street NE, Deepwater Curve shall be renamed 99 Circle NE, Burning Rock Road shall be renamed 99 Court NE and Plum Creek Trail shall be renamed 96 Court NE. 3. Location, dimensions, and purpose of all proposed easements shall be shown on the plans (21- 6- 2.C.5.). 4. Locations and widths of pedestrian ways shall be shown on plans (Section 21- 6- 2.C.2.). 5. Lots abutting collector streets shall have an additional 10' of width or depth to be overlaid with a drainage and utility easement for a landscape buffer yard (20- 16 -7 -D). PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL (SHEET C- 7 TO SHEET C -8) 1. It appears that not all lots are to be custom graded. All proposed grading shall be shown on the plans. More detail is required to determine locations of post construction drainage swales, cross drainage between lots and lot grades. 2. The invert elevations, pipe sizes and pipe lengths shall be depicted on the plans. \\Ha01 \Shared Docs \MunicipalWotsego23xx \2307 \ot2307RVW1.doc 3. The 100 year water elevation of the Mississippi River shall be shown on the plans. 4. The inside slope along rural streets shall be 4:1 or flatter per City of Otsego Standard Plate No. 100. 5. Soil boring locations shall be shown on plans. Also, the soil boring and perculation test results shall be submitted for review. 6. Normal water elevations and 100 -year peak elevations shall be labeled for all ponding areas. Also, 2 -year and 10 -year peak elevations shall be labeled for each of the stormwater ponds (6.0.B.). 7. Runoff water shall be diverted to a sedimentation basin before it is allowed to enter the natural drainage system (Section 21- 7- 16.F.). 8. An earth berm at least four feet in height shall be installed in all designated buffer yards (20- 16- 7- D.3.b.). 9. It appears that the 100 -year water elevation of the Mississippi River will directly affect the septic system drain fields of Lots 1 -4, Block 32, and the lowest opening elevations of Lots 3 and 4, Block 32. Also, it appears that a section of Thistledown Curve between stations 31 +00 and 34 +00 are within one foot of the 100 -year flood elevation of the Mississippi River. 10. The 100 -year elevation of the creek which runs through the development shall be shown on the plans. At this time, the City has not completed a study of said creek. The developer will be responsible for determining the 100 -year water elevation. The City will review this report. STREETS 1. The bituminous, base and subbase thicknesses shall be shown in the typical sections on plans. 2. A detail shall be included in the plans for the walking path and horse trail. TRAFFIC /ACCESS ISSUES 1. The County will have to evaluate the necessity for right turn lanes, by -pass lanes and left turn lanes along CSAH 39. 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). 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). \\Ha01 \Shared Docs\ Municipal\ Aotsego23xx\2307 \ot2307RVW1.doc 3. The normal and 100 year water levels of the wetlands shall be shown on the plans. 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. ENVIRONMENTAL 1. The Environmental Assessment Worksheet has been completed. It has been submitted for publication in the EQB Monitor and is going through the 30 -day comment period. SANITARY SEWER COLLECTION SYSTEM 1. It appears that the proposed location of the sanitary drain fields for Lots 4 and 5, Block 2, and Lot 2, Block 3, may conflict with the driveway. Please verify. 2. All sanitary drain fields shall be located a minimum of 10' away from all property lines (Chapter 7080). 3. The soil boring and perculation test results for the septic system areas need to be submitted for review. Also, the locations of said tests shall be shown on the plans. OTHER CONSIDERATIONS 1. Geotechnical data shall be submitted for review. Also, the geotechnical report shall include pavement recommendations (Section 21- 6- 2.B.11). SUMMARY AND /OR RECOMMENDATION 1. Revise and resubmit for City review /approval. \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2307 \ot2307RVW1.doc ITEM 8 -2 Hakanson �O 7 Anderson 3601 Thurston Avenue, Anoka, MN 55303 Assoc. Inc. 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor & City Council From: Ronald J. Wagner, City of Otsego Engineer cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, Esq. Date: September 22, 2005 Re: 62 "d Street — Street and Drainage Correction Upon reviewing the 62 " Street and Drainage conditions, I have the following comments and recommendations: The existing 1100 feet of roadway is breaking up and eroding down the hill. Gravel surfacing exists from Quam Avenue to Quale Avenue (500 feet). 62 " Street west of Quale Avenue is very steep and has had some bituminous patch surfacing placed in the past. The culvert located at Quale Avenue is unable to handle the flows from the east. The water pools east of Quale Avenue and flows over the road. The ditches and roadway edges erode down the hill into resident's yards. The roadway is located along the south side of right -of -way for 800 feet west of Quam Avenue. The remaining 300 feet has the road located along the north side of the right -of -way. OPTION A: Constructed 62 Street to City Standards To re- construct 62 " Street to City of Otsego Standards some additional right -of -way along the south side and at the west end would be needed. Easements for utilities, drainage and grading would be required for the storm sewer outfall. The street would be constructed as a rural street section with a cul -de -sac at the west end and storm sewer. The houses located west of Quale Avenue are placed close to the right -of -way and would have some of their front yards reduced with the street reconstruction. The estimated cost for construction, engineering, inspection and surveys would amount to $145,000. The existing property owners would be assessed the cost of the project on an equal share for each parcel owner who has frontage within the construction limits. Currently 12 owners exist and equally dividing the $145,000 between them amounts to assessment of $12,100 each for the street and storm sewer improvement. Ot901assessmentmemo09 -21 -05 Page 1 OPTION B: Constructed Quale Avenue north of 62 Street to City Standards Currently the road is located along the east side of the right -of -way. A field low spot 500 feet north of 62 Street was the original drainage route for the surface waters. Water pools at this location and slow infiltrates the ground and discharges west though a drain tile system. Re- constructing 500 feet of Quale Avenue north of 62 Street would locate the roadway closer to the center of the right -of -way. A rural street section with the standard 2 foot deep ditches would provide adequate drainage. A culvert would be placed under Quale Avenue from the east to the west along the existing drainage route. The costs for construction grading, installing the culvert, 6" gravel surfacing, site restoration and engineering are estimated to cost $24,000. Five property owners would be affected with this option with only one receiving a real benefit. OPTION C: Quale Avenue Ditch Correction Currently no ditch exists along the east side of Quale Avenue to direct the water to the field low spot. If additional drainage easement was obtained from the property owner on the east side of Quale Avenue to grade a ditch section along the road. The water would be routed thru the ditch across Quale Avenue into an existing drainage route. The costs for grading the ditch, installing the culvert, site restoration and engineering are estimated to cost $16,000. Three property owners would be directly affected with this option with one receiving a real benefit. Hakanson Ot901assessmentmemo09 -21 -05 Page 2 Anderson ■■ Assoc. Inc. ITEM 8_3 MEMO Date: September 22, 2005 To: Mayor & Council From: City Administrator Mike Robertson Re: Pumping in Vintage Golf Course The City learned that Chris Bulow was pumping out his stormwater ponds in Vintage golf course. City Engineer Ron Wagner called Chris on Monday, September 19, 2005 and told him to stop pumping. Chris continued to pump and as of today Thursday, September 22, 2005 he is still pumping. Both Ron and I recall that Chris was told in the meeting last fall regarding ravine erosion on the Mississippi River that he was not to pump out his stormwater ponds. I have received several calls from downstream residents asking what the City is going to do about Chris ignoring our order to stop pumping. The City Council should discuss with the City Attorney our ability to cite Chris and fine him. If Andy concurs I would recommend that he be cited for each day that he continued pumping in violation of the City Engineer's order. -11-1 .Ll. LYJVJ J•JJI 11 IIV.IJ JJ r.G�O Pay Estimate No. 6 ITEM 13_4 City of Otsego Improvement Protect 04 -03 Maclver Avenue and 70th Street NE September 21, 2005 Honorable Mayor !Ir City Council City of Otsego 8609 Nashua Avenue NE Otsego, MN 55330 . • RE: MACIVER AVI2NUE AND 70TH STREET NE Contractor Aufala. Bituminous Contract Amount: (F2,988,387.47 ' Award Date: July 14, 2004 Completion Dates: November 24. 2004 (Phase 1 and 2); August 1, 2005 (Pijgse 3); July 1, 2008 (Final) Dear Council Members; The following work has been completed on the ebove•referenced project: 1116 Schedule "A" - !';(rests 1 Item Estimated Contract Contract Used to No. Description Quantity Unit Price Amount Date Extension II Mobilization 1 1 LS 55,000.00 $5,000.00 1,0 $8,000,00 Field Office ape D 1 I EACH 51.00 51,00 1 51.00 3 Clearing enc , 1 i LS 51,00 51.00 1 $1.00 4 Remove Co Crete Culvert (15' -18 ") 178 LF 59,00 51,058,00 245 $1,470.00 • 5 Remove Melii Culvert (12'I -18 ") 483: LF 54.00 51,852,00 443 $1,772.00 6 Remove Drin Tile 100 1 LF 54.00 5400.00 50.00 7 Remove Whiff Past Fence 730 ' LF _ 51.25 5912.50 2,021 52,526.25 8 Remove CoiJcreie Driveway Pavement 100 SF 51.00 5100 00 490 5490.00 9 Remove Bituminous Pavement 1,400 • SY 52.50 $3,500.00 1,539 53,847.50 10 Remove Se alit System 1 1 EACH 5500 00 $500.00 50.00 I� Remove Si.ri 14 1 , EACH 520,00 $280.00 B 5180.00 12 Sawing Concrete Pavement (Full Depth) 18 LF 36.00 5108.00 5 530.00 13 Sawing Bit Fpemenl (Full Depth) 985 i LF 52.76 52,653.75 143 $393,25 14 Salvage B0" concrete Pipe Storm Sewer 60 1, LF $8,60 5610.00 60 5510.00 15 Remove Reiitining Weil 312 ' SF 54.50 51,404.00 312 51,404.00 16 Salvage Sign' 7 ' EACH 520.00 5140.00 8 _ 5180.00 17 Common Excievation (P) 74.5101 CY 33.19 5237,886.90 67.390 5214,974.10 16 Muck Excev lion 5135,036.08 (EV) 38, 550 CY 53.22 5124.131.00 42,123 19 Common Borrow (V) 1 CY ' 57.00 57,000.00 562 53,934.00 20 Salvage Aiigiegete To Stockpile (SV) 11,000 CY ' 51.00 $11,000,00 11,000 $11,000.00 21 Seiveee A. (agate From Stockpile (SV) _ 11,000 CY 51 50 516,500.00 11,000 ,, 519,500.00 22 Selvage Topsoil To Stockpile (LV) 18,950' CY S1.00 518,950.00 18,850 518,950.00 23 Salvage Topsoil From Stockpile (LV) 18,950' CY 51.50 528,425.00 15,00 522,500.00 24 Topsoil Born.w (LV) 1,000 1 CY 53.00 53,000.00 50.00 25 Gravel Driveway Restoration w /Selvaged CL 5 (6 ") B00 ' SY 32.25 51,600.00 573 51,280.26 28 Class 3/4 Modified Aggregate Base 96.500' TON 54.90 5472,650.00 91,601 5448,844.90 27 Close 5 Apgti9pate Base (100% Crushed) _ 26,750' TON _ 511,20 3299,800.00 24,682 5275,438.40 25 MITI Biluminoj1 a Surface (2 ") _ 210 T SY 53.0 5630,00 559 51,677.00 29 Bituminous t)rlvewey Pavement (2.6" Thick) 110 . SY 55.75 5632.50 50.00 30 Type LV 4 V4aring Course Mixture (8) 1,750 ' ' TON 538.50' 567,376.00 1,233 547,451.25 31 •e MV 4 Wearing Course Mixture (6) 7,100 TON 532.00 5227,200.00 3,430 _ 5109,780.00 ioN T •e MV 3 Nan-Wearing Course Mixture (8) 8,900 ' TON 530.00 5207,000.00 6,573 5287,190.00 33 Bituminous 9l For Tack Coat - 3,260 I GAL 51.00 53,260.00 2,078 52,078.00 34 Permeable Aggregate Base (P.A.B.) Drain 28 1 EACH 5390.00 510,920.00 28 510,920.00 35 Drain Tile 600 ' LF 58.50 56.100.00 332 52,822.00 38 2" Polysryreri�p Insulation 50 SY 520.00 51,000.00 42.7 5884.00 37 Adjust Framrr 8 Ring Casting 4 EACH 5400.00 51,600.00 50.00 38 Concrete Cu hb & Gutter Design_ 8618 23,800 ' LF 57,31 5173,978.00 23,186 5189,489.66 (Continued on Next Pep) Page 1 of 4 nc.r. c 1 . certJp > • JJrl'l NU . b` *.3 N .bib Pay Estimate No. 8 City of Otsego Improvement Protect 04 -03 Maclver Avenue and 70th Street NE 9Id Sc hedule "A" - Streets (Continued) Item Estimated Contract Contract Used to No, Description Quantity Unit Price Amount Date Extension ,, 38_ 8" Concrele'5rIvewey Pavement 70 SY $34,02 52,381.40 49 51,658,08 40 6" Concrete' /alley Gutter 556 SY 539.04 521,706.24 503 523,150.72 41 5" Concrete,?Ivewy Apron 95 SY 533.77 53,208.15 89,7 53,029.17 42 Traffic Cont: i 1 LS 54,900.00 54,900.00 1 _ 54,900.00 43 Sign Panel6 Type C 380 SF 527.50 510,450.00 164,0 56,084.76 44 Pavement rdessege (LEFT ARROW) Epoxy 3 EACH 5125.00 5375.00 50.00 45 Pavement Niassege (RIGHT ARROW) Epos 8 EACH 5125.00 5750.00 _ 50.00 48 Pavement Nhessage (STRAIGHT ARROW) Epoxy 3 EACH 5125 00 5375.00 50.00 47 Pavement Misssege (ONLY) Epoxy _ 13 EACH 5175.00 52,275.00 50.00 48 Pavement NII9ssege (LEFT -THRU ARROW) Epoxy 1 EACH $176.00 5175.00 50.00 49 4" Double Solid Line Yellow - Paint 12,125 LF 50.20 52425.00 50.00 50 4" Double Sbid Line Yellow - Epoxy 12,125 LF 50.34 54,122.50 50.00 51 4" Solid LInei white -Epoxy 23,500 LF 50.17 54,046.00 50.00 52 12" Solid LIr tWhile - Ego r 700 LF $4.50 53.150.00 50.00 53 24" Sohd_Llr White - Epoxy 108 LF 57.00 51.176.00, 50.00 54 Slit Fenoe, 1 :ype Machine Sliced _ 6,152 LF 51.45 511,820.40 5,725 50,751,26 55 SeedlnQ- Toe Lawn Restoration 14 ACRE 585.00 51,100.00 50.00 55 Seeding Mixture • 60B _ 2,070 LBS 52.28 54,657.50 625 51,406.25 57 Erotlon Control 9lanhets Category 1 4,500 SY 51.16 55.176.00 50.00 56 CommerclallFertlllzer, 10-10-10 8.875 LBS 50.20 $1,375.00 50.00 59 _Mulch Material Type 1 _ 31 TON 5155.00 54,808.00 16 52,480.00 Total Bld Schedule "A" 52,088,594.84 51,851,542.74 Bid Schedule "B" - Storm Sewer Item Estimated Contract Contract Used to No. Descr ption Quantity Unit Price Amount Date Extension 1 15" RC Pfpe_Apron 6 EACH 5285.00 51,710.00 8 ;1,710.00 2 18" RC Pipellpran 5 EACH 5310.00 51.550.00 5 51.560.00 3 27" RC Plpe{Apronw/Tresh Guard 2 EACH 5620.00 51,840.00 1 5820.00 4 42" RC PIpe.Apron 1 EACH 5835.00 5836.00 1 5835.00 5 68" Span RC'PIpe -Arch CuIv 105 LF 5230.00 524,150.00 98 522,000,00 6 68" Span RC,Plee -Arch Apron 2 EACH 51.960.00 53,920.00 2 53,920.00 7 15" RC PipelSewer DealOn 3008 CL V (all dr p1hs) 3,970 LF _ 521.50 565,355.00 4007 585,150.50 , 8 18" RC P ,pelSewer Design 3006 CL III (all depths) 1,525 LF S28.00 542,700.00 1815 $45,220 00 9 21" RC Pipe ibewer Design 3006 CL III (all depths) 805 LF $31.00 524,955.00 458 514,138,00 10 24" RC Pipe (Sewer Design 3006 CL III (all depths) _ 1,340 LF _ 532.50 543,550.00 1542 550,115.00 11 27" RC Pipe16ewer Desk n 3008 CL III all de•ths 380 LF ' 39,00 514,020.00 312 512 168.00 12 36" RC Plpe 1Sewer Desl9n 3006 CL III (all depths) 1,735 LF 555.00 _ 595.425.00 1603 592,565.00 13 42" RC Pipe (Sower Design 3008 CL III (all depths) 335 LF 572.50 $24,287.50 282 520,445.0D 14 Connect t0 Soling Storm Sewer 7 EACH 5300.00 $2,100.00 6 51,500.00 15 Construct Drolnage Structure 2' x 3' 23 EACH 5987.00 522,701.00 22 ;21,714,00 16 Construct Drainage Stricture Design 48" 4020 30 EACH 51,200.00 536,700.00 32 541,280.00 17 Construct Drainage Structure Design 64" 4020 1 EACH 51,577.00 51,577.00 1 51,577.00 16 Construct Drainage Structure Design 80" 4020 7 EACH 52,260 00 515,820.00 7 $15,820.00 19 Construct Dnalne.e Structure Deslrn e8" 4020 2 EACH 53,172.00 56,344.00 2 8.344.00 20 Construct Dr! Ina9e Structure Design 72" 4020 1 EACH _ 52,777.00 52,777.00 1 52,777.00 21 Construct Dlalnage Structure Deafen 84" 4020 1 EACH 53,442.00 53.442 00 1 53,442.00 22 Construct Drtilnage Structure Design 120" 4020 1 EACH 55,595.00 55,506,00 1 55,595.00 23 Construct SqmmerStructure 2 EACH _ 51,581.00 53,162.00 2 53,162.00 24 Random Riprap Class 111 80 CY 540.00 53,200,00 85.3 53,412.00 Total Bld Schedule "B" 5470,315.50 5458,337.50 Page 2 of 4 r. el . eerr» D. wrri NO. 693 P.4/6 Pay Estimate No. 6 City of Otsego Improvement ProJoct 04.03 Maciver Avenue and 7Dth Street NE Chant e Order No. *I Item Estimated Contract Contract Used to _ No. Description Quantity Unit Price Amount Date Extension 1 B" PVC Sar Itary Sower SDFI 35, 12 - 18 Deep 120 LF 536.74 54,408.80 120 54,408,80 2 ConstrUCt Sanitary Sewer Manhole, 0 -12' Deep 1 EACH _ 33,180.00 33.180.00 1 53,1 80,00 3 Manhole Ovorteplh _ 3.1 VF 3146.00 5452.80 3.1 5452.60 4 8" PVC PIuQ 2 EACH 578.00 5152.00 2 5152.00 5 8" DIP Wateirmaln, CL 52 124 LF 542.00 55,208.00 123 55,188,00 6 _DIP Fittings: 275 LBS 54.50 31,255.00 124 5570.40 7 Hydrant w/ (ate Valve 1 EACH 53,305.00 53,303.00 1 53,305,00 8 Remove Cor! Culvert (12 " -18") 84 LF 56.00 5804.00 70 5420.00 9 15" RC Plpe Apron 4 EACH 5286,00 51,140.00 4 31,140.00 10 15" RC Pipe Sewer Design 3008 CL V (12 " -18'') 84 LF 521.50 51,806.00_ 72 51.548.00 11 Additional Traffic Control 1 LE 53,038.00 33,038.00 0.5 51,519.00 12 2" Polystyr34 7.1 SY 520.00 5142.00 7.1 5142 00 13 Remove wINj Post Fence 903 LF $1 25 3491.25 393 5491.25 14 Sawing Ellt Pavement (FuII Depth) _ 1760 LF 52.75 54,812.50 50.00 15 Common Exibavatlon (P) _ 600 CY 53.19 31,914.00 600 51,914.0 16 Common 9airow (LV) 2500 CY - 57.00 517,500,00 2500 517 500.00 17 Salvage Topsoil to Stockpile (LV) 1988 CY 51.00 51,958,00 1988 51,988.00 18 ' Salvage Topton from Stockpile (LV) 1888 CY 51.50 , 52,952.00 1968 52,952.00 - 19 Class 5 Aggregate base (100% Crushed) 2030 TON 511.20 $29,458.00 2440 527,328.00 20 Type MV4 Wearing Course Mixture (B) 540 TON 532.00 517,280.00 420 513,440.00 21 Type MV3 Null- WeerIng Course Mixture (B) 540 TON 530.00 518,200.00 587 517,810.00 22 Bituminous Material for Tack Coat 170 GAL 51.30 5170.00 170 5170.00 23 Sign Panels, Type C ' 18.25 ' 6F 327.50 5446.88 28.8 5790.63 24 Pavement tvlassaga (LEFT ARROW) Epoxy 4 EACH 5125.00 5500.00 50.00 26 Pavement Miessage (ONLY) Epoxy 4 EACH 5175.00 5700.00 50.00 26 4" Double Solid Line Yellow - Epoxy 3600 LF 50.34 51.224.00 $0.00 27 4" Solid Line White - Epoxy 2025 LF $0.17 5448,25 $0.00 28 24 "Solid LInj4 Yellow Crosshatching - Paint 700 LF 53.18 32,228.00 50.00 29 Seeding - Type Lawn Restorelion 1.22 ACRE - 585.00 5103.70 50.00 30 Seeding Mixture - 805 _ ' 185 LBS 52.25 5416.25 50.00 31 Con mefclall�'ertIIIz r, 10 -10 -10 613 _ LBS 30.20 5122,00 53,00 32 Mulch Material, Type 1 2.5 _ TON 5155.00 5387.50 50,00 Total Change Order No, 1 3123,917.73 5108,167.68 Change Order No. :1 Item Estimated Contract Contract ' Used to No. Description Quantity Unit Price , Date Extension 1 Additions) C(itaring and Grubbing 1 LS 54,700.0 54,700.00 ._ 1 54,700.00 2 Additional St.brm Sewer Work 1 LS 59,122.17 59,122.17 1 _ 59,122.17 3 Added Coettr`tor End Dumping Class 3/4 Agg. 27000 TON $1.00 $27,000.00 18857 $18,857 00 4 ,Conduit Cr i sIngs 15 HR , 5680.00 39,900.00 7 54,820.00 Total Change Orden No. 2 550,722.17 536,299.17 Chenee Order No. ■1 Item Estimated - Contract Contract Used to No. Descrletlon Quantity Unit Price Amount Data Extension Q FIII Sloes A id Build Berms 1 LS 59,874,50 39,874,50 1 39,674,50 © Remove Mu, k From Utility Trench 1 • LS 53,820,50 53,820,50 1 53,620.60 Ma Olt Down to)lee t0 Drain Pond 1 LS ' 51,783.25 51,783,25_ 1 _ 31,763.25 Total Change Order No. 3 515.058,25 515,058,25 Page 3 of 4 5r .c l,cee> >•Dyrri IVU F'5 /b Pay Eatamate No. 8 City of Otsego Improvement Protect 04-03 Maclver Avenue and 70th Street NE Chen e Order No. A Item Estimated Contract Contract Used to No. Description quantity Unh Price Amount Data _ Extension 1 Muck Excevjitron 21,800 CY 53.22 370,224.98 21,809 370,224,98 2 Common Brow _ 24,222 CY 57,00 3160,58440 24,222 5189,554,00 Total Change Order No. 4 3239,778.08 $239,778.98 SUMMARY OF W0 )( COMPLETED TO DATE Bid Schedule "A" - ;Slreete • Maclver Avenue and 70th Street NE $2.088,594.84 31,851,542.74 Bid Schedule "B" iPiorm Sewer • Maciver Avenue and 70th Street NE 3470,315.50 3458 337 50 Change Order No.1 3123,017.73 $106,167.68 Change Order No. it 550,722.17 536,290.17 Change Order No. I) 315,058.25 ;15,058.25 Change Order No. 4 5239,778.08 3239,778,08 TOTAL ALL BID SCHEDULES 32,998.387.47 52,706,184,31 TOTAL WORK COMPLETED TO -DATE $2 LESS 5% RETAINAGE 3135,309,22 LE88 PAY ESTIMATE N0, 1 ;218,860.18 LESS PAY ESTIMATE N0, 2 5382,796.8 LESS PAY ESTIMATE N0, 3 3018,03928 LESS PAY ESTIMATE N0.4 3110,019.40 LESS PAY ESTIMATE N0. 6 5386,875.24 WE RECOMMEND ,PAYMENT OF: 3808,304,19 APPROVALS: CONTRACTOR: 61uffalo Bituminous, In ca • • y Contra • =Rify lh= ell It= ' a an• amounts are correct for the work completed to date, ed' 111111ESSIN/ Title: C p.,,'— .�,.xi t-r Date: 9' ''.) ENGINEER: CertIP tlon by Engineer: We recommend payment for work and quantities as shown. F{AKANSO S0N ASSOCIATE?, INC. Signed: ,',t•2u,r a v ar .ts/ Title; J Date: Z1aS OWNER: CITY OF OTSEGO Sinned: Title' Dais: Page 4 of 4 ,51:1'. Z1 . ZUtd5 5 5'1F-M NO. by3 H. bib Mn /DOT TP•2184 -02 (19/93) State of Minnesota Department of Transportation Page 1 of 1 CHANGE ORDER #4 Contractor: Buffalo BiturDicous. 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 to perform the Work as altered py the following provisions; immonommimu Additional mucIh excavation on Maciver Avenue NE. Additional Common Borrow to full additional muck excavation areas on Maciver Avenue NE. ESTIMATE OF COST Added Items ITEM - NO. ITEM NAME UNIT QUANTITY UNIT PRICE AMOUNT 1 Muck Excavation CY 21,809 $3.22 ,$70,224.98 2 Common Sorrow CY 24,222 $7.00 $169,554,00 Original Contract,Amount $2,558,910.34 Approved Change Orders ( #1, #2 and #3) $189,698,15 Change in Contract due to this Change Order $239,778.98 •-tai Contract Amount $2,988,387.47 Issued by: Project Engineer Date Approved by: Otsego City Official Date Accept :d by: t� ,z� - ;• •t tractor's •'thbrize• — epresentative Date CHANGE IN CONTRACT TIME Due to this change, the Contract Time: *r ❑ la Increased by ❑ Working Days O Is Decreased by ❑ Calendar Days • is not cheinged, El May be re;ylsed If the work affected the conIrolling operation;' \1Ne01'Shared Docsl Munl (;IpaIlAOTSEG013561o1356co4,doc / , , ...4 i • '' 0 A / . • 1 MACIVER AVENUE '''''`,.„.„ • / / 1,..V. 1 / . ------..„....., / . I I / / / if / : / . .,. ,.. -,,, , •4-.... --... //"F ... ..„ .,,,/ ! / / , A ..,..-: _..........__%'ce-''--'r'r.'' / . '--.1 ± --- '4,,,,S,■, -7--.-- V s- • ,..... ?At ay' \ , ...,......... .... ..,...,,,, ,.4....... 3 / ;:e?6' .. ______„--334°° \* --"-• .' ---------.. . ,.--,L. - - ‘J. ....../ ,..cP.... V ii...,/ .,.'.-----,•-• • .—•-•—. /./r ..;. • __--- ---- \=----At..... --- - ... ...,,,, ,..„ .. .,•>."---- ,--- o .„--- _ -.....„..,...., ---,..........., /.., , • ••—.. .._.._..—•-___ -- b' ,--•-''-- 1 - - - - - --.1.1 .--..-■ ‘i'/' '-...... y . .,,.... .,..,..:\ ,..., -- N /7 A......A.A...4...4- A...A....H......A....'•-■L'L).--. . _.., ,,,....-- .,1'..., ...". -SH!T`-'-0 *A, N' ' *--------... 4e 2.49! -- - -''.'-' - i ......__ 00 - rdr _____■ .,,, . , . . , ■,4; - ,.. \ ....„. it 1 I 1 .. i / . ri' • ---... 1 I / ., . / • A' ' ' 11-4-°•11111IIIIII • li ----- / / , ' / \ 1 ,,. 1 1 / • , , - iii• / ' - .• „ -z..,: - .y. -- ,zy:—. ,..„..__. — • • — • • — ..— '','.\ , ■:"..z . \ 7 , v , \ \ • -,--,....., .,‘, \ , . , \ \ \ ,, .. \ 1 i / / \ ,‘ i \ ' 1 1 1 i ' ' : HIGH PONT ELEV . 960.96 so 0 50 100 HIGH POINT STA • 48+40.27 =;■1 SCALE IN FELT P51 STA = 48450 P51 ELEV w 961.19 LOW POINT ELEV . 957 05 975 A.D. w -1.40 LOW POINT STA w 54+90.01 975 K 4. 96.31 508. 9312940 16 P' STA . 54400 P51 ELEV w 956.78 — 135 ' VC 970 A.D. . 1.60 . •4'• g a K w 84.20 970 g 2 965 " 135' VC V v g „Exism,.. PROFILE g r.: ico AZ SOIL BORING 15 965 • ° ___________ kf...../ PROPOSED i PROFILE :1 .. 0 960 . ----..._ g In Sl V ■fJ 960 .. -.- - - - • -, ____________ m ' “.. --,Sa--------'--- • . -- - - - .... -e-- ' ---.... '''4F -.-------'-e—. ------ - ---- - ------- _.----. --,-: = ---- 955 ' %........ _ 950 ,- - 55 , - --- _---- 1 -------------------------------------- --- --.M.-- NI* 99 EITRA mucK ‘.\\N\ 50 945 EXTRA Iwo 845 940 940 935 935 ,.., A •: •$1 .0.' -7; ...tpi : :e, .t.: ., 0: - ,r. ,r. -v, .t4 q2 .2 .2 ..„2 41 ...g, .P .g 45 46 47 48 49 50 51 52 53 54 55 56 57 58 DATE REVISION ■ .,ss, c.d.,' in. tr. proA. apc,o,ron. 4300 R or MPINI .. POPO!. IN rne or under , Hakanson Anderson Assoc., Inc. --- "t--, ary or MUCK EXCAVATION HIM 1.4,..0 Prolesonnol CANA, ...I. I. AMEN- MIL CAM Ensinsere ond Lond Surveyors OTSEGO 20 KM It IIE AO ‘4ANANNAANONANONNO, NACIVER AVE. NE de 70TH ST. NE A, 01 ZOOS - )0 41., RONALD 1 wstt . IV' 1 r .7.6'"'"a3-42720::30°3 Ci 92 c..—....... Sannes‘onnlAer IneununnSon.s-usen.oesrvus •In. hokonson-anderson.com ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 N■EVIS MACIVER AVENUE 1 „ /. _.._.._.._.. -_. _.._.._.._.• - ,. _.._.. — .._.._. . — o 0 o O D o D o 0 0 " O a o " —_ _ _ —rte — — - _• 60 W 6 i 00 \�`,xx - - s 3 00 �- _1,4s _ A__. _ �65��00 - �0!tU0 6? `,� •-. - 69.0 _ y _ )6 Oda -I )1 \ \\ , 00 1 I� 1 7 ! 6 0 0 50 100 01GH PONT ELEV •• 961.76 SOIL BORING 14 SGUt N MT ... IKON POINT STA • 60.52.07 PVI STA . 60.50 ... ... PN ELEV • 961.99 LOW POINT ELEV • 957.98 4601 POINT ELEV . .56 LOW POINT ELEV • 957.67 975 AO. -1.55 LOW PONT STA .. 66.31.65 1404 PONT STA. 7.65 LOW POINT STA • 69.35 975 6 .4 77.36 - PN -STA ..86.25...... .. PN .STA ...67 5 PIA .STA .. 69.50 PN ELEV - 957.66 PN ELEV • 9 :.4 PN ELEV • 957.65 120' VC A.D.. 1.35 A.D.. 1.60 970 K • 96.92 K • 100.00 K • 75.00 ' 970 m m ? 4 120' Vc 120' VC 120' VC - L a ■ c� ^ ^ p `a n • n 2 n 965 N e _ .. o o P 4 + _ 'm m u PROPOSED '4 PROFILE 2 a - $ w o a o a - ° n a R 965 960 7 x m 960 • � __ EXISTING i PROFILE 955 --- - - -- \ \ \ \d \ \\\ \ \ \ \O \ \ \ �� 955 EXTRA MUCK 950 MUCK 950 EXTRA MUCK_ -. 945 945 940 40 935 °' ^$ • - n o . °v ^ n n .$ a ^n e ^ $ 935 i -4 s o $ o n ^, n ncs ., • s - 5:n xe MS ?S ES fiR n p a „� o tl eg a8 a a a a . " sa R 7f an R ^e n 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DATE RENSION or rlr 1n. IN. apaAi.lion, X9KI ` " .os r.....1 o1 Ea "a°i m Hakanson Andeon Assoc., Inc. CITY 09 STREET AND WV U.�.a �o e e l E n n asel umw la Ma or YC Civ Engineers .na rs L9ne EGO STORM SEWER PLAN 2 1 b...1 IM Slal. a Nw.wls 3601 TIw.slm Are.. An96o, I4.e6.1. 55306 r.. E v cl RanuD J. wA0wE0, v2 Nam K[ i 766 -.1) -5660 040 )63 -427 -0570 92 MACIVER AVE. NE & 70TH ST. NE c " °L 9m6 - " aL7sMw.V.a On*.\01s. - ...0 EMl..1 Dula E. 6a 2605t ....b6any.n- aMerson c.m ON THE G IMPROVEMENT PROJECT W -03 5,4E15 MACIVER AVENUE Y SS J F ►,````� • ,�� )St00 + 6 \ \\\ \\ �� \\� . \�` \ � \` \`` �\\ �� ` =��j 00 - �_ _ _ + _BSt B O + A BS _.µ - 9B�•00 �_ - B7 00 _ �_ J I 1 1 y ' Y i I I'' t 3 L l , 1 I 1 I • — z - illi . " - - HIGH P01147 ELEV . 968.67 HIGH POINT STA . 67 +12.92 50 0 PVT STA . %+50 sv.[c 0 01,00,, NICK PANT ELEV - 963.10 PM ELEV . %7.17 HIGH POINT STA - 75 +30.07 PN STA . 84 +75 AO • -265 PN STA .75+30 PM ELEV - 962.98 "K .. 7013 A.D. . 1.24 • PM ELEV - 963.45 LOW POINT ELEV .956.54 PIEZOMETER 126 11 . %.52 r 2,..,,c LOW PONT STA . 60453.20 .. 975 K - 70 07 PN STA • 6D +58 120 , �75 ..... _ PM ELEV . 95816 g 5 140' VC A.D... 2.15 ° - n 2. • ry SOIL BORING t2 X.62.61 +' ° oat n $ n �, P1 aa 70 97D _ 1ss'vc 4. « Y 0 n sa as w a 965 m � - - 65 EXISTING. i PROFILE ° ' °' S m • ... - n ° PROPOSED c PIE/FILE _ ° W • 960 - m 960 . - -: ------- \11.141. . -------- -- ------ "" --- - "" - ' U �o� \ - \\�►\ \0�. 12. �\1'w 955 955 EXTRA MUCH .EXTRA MUCK . EXTRA YULK \ \a E mum A EI T 950 MUCK ACCOUNTED roR—I -1 950 SOIL BORING 13 • I SOIL BORI 11 509. BORING 11A 945 945 S OIL BORING 12A 940 -- 940 935 ne Et Ra s� s'p' a a ^� El: a a et Si .i Pi °" p . P Fl P El 73 74 75 76 77 78 79 • 80 • 81 • 82 83 84 85 86 87 DATE REVISION 1 M q ...In, Mat 161 .ca. •0 ,l .°0 N Or . a c;. -a. . , m, ,t: t Hakonson Anderson Assoc., Inc. COT DP STREET AND 9., u. se ° oo a ....aa1 L'4"17."'"' , M s.. ''' ' r.R Engineers and Lane Surveyors O EGO STORM SEWER PLAN 22 b.s a In• 5101. of o , ,, 3601 Thurston Ave.. Maya. *newts SSSD] L" vo6 - v *W. n [ 61 76 0-427 -5860 4411 763 - 427 -0520 MACIVER AVE. NE & 70TH ST. NE 92 :a w s.a..n m. .ur :a.•.. a..- .. .w.v4 - ..n M.M .. te BaHUO 4 wAax[. E.. 1.[ . 2.852 _ .w m .6.4.nson- aneenon.ao ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 -03 MACIVER AVENUE ./- 1 / • ..• „' •. ..‘ • 1111111111111111111M77_1: -------- . t.. .-......1_ 4- .- • •._. __ .•_ . . _ \N •■ ',-. ' \ '\ ‘'• i . R0+00 F9. 00 _ 90E10 ... 09_. _ _94■20 _ ___._ - . T i _ _ __._____ 94.01.7_ _ . 95100_ _ __L. --- - -- - - --It . t'' &%*_ij• _ . \\NI 1 - . volip,X . // v:.• • . . • I 1 .i ... 0400 i40 -, T44,---- 1 r 7 1 i 1 1 1 1 o • I I I I I I I I F” "E " r 1 , i , 1 1 1 I , I I , 1 I I 1 I , . • • 1 I I ; ,.._......,, L . ' I: ,/,,/,/ f i -, 1 : , , , , , , r + ' (--------------) \ 1 1 ! I li , 1 ' ( , . : r I :) —1 POINT ELEV . 966.67 POINT STA - 57+12.92 — Z -.....--- PIA STA v. 06.50 0- 0 50 100 PVI ELEV - 967.17 A.D. +. -2.19 SCA" FEET • • It . 70.13 PVI STA ..94+55 —z'0 VC P91 ELEV = 962.34 ' A.D. • -1.45 SOIL BORING 10 975 II ■ 52.71 n 1 975 F, 129 * VC PVI STA = 97+70 PVI ELEV . 95598 970 13 5 2 2 A. . 1.45 • PROPOSED i I FILE CI 11 •■• = IC . 52 71 970 SOIL BORR4L 9 -120 'VC EXISTING i PROFILE 5 5 - . . .2 . - 965 . . - ----- - _ '2 • t',,, 2 2 -,. ; A 2 1 11 7----- -'---------: ____, . . ----- 7 ------- .. ''' o. ■A i iil' g I; GO 7 - A - 5 l e r V ti 5 _ 955 . . A .A1 07 ■-_,............................. _ • 955 1 : 950 SOIL BORING 11 ESTIMATED 9436 CY MUCK EXCAVATICM 9 4 5 945 940 940 935 . 935 ..A ..!IS' ....1 . 1:1 1 .1 . . .6: 4. .4:: 0'; ji gPt eii •!:tii '..". ,.. .:, ,g■ or. .. ....s. -,r. "is 3 1 ii ig l i ii ii ii ii ii ii Mi li li li li m2 ii 1 1 ° q. 41 .4 1 1. iii <..r ' 87 DATE 88 89 M 90 91 92_ 93 : 94 95 : 96 97 98 . 99 . 100 101 REVISION 1 eneby send, al Ows Mom sperMeeben. MOP 5/4/05 *00 EQIA LILL LS.B 9.1 I 9 sr report ern mepore0 by me et under my Haka - ...rad super... und Mel I em a due . nson Assoc Inc. OTSEGO CITY OF STREET AND SUM Veen* Pr --- Mono Ere. . ... Me W.* an 7 d STORM SEWER PLAN 23 . ... el Me SIM. el Mame.. [L ci Oftel• ry , p, 7 63- 42 7 - SO 60 900 IAAGIVER AVE. NE & 7071-1 ST. NE 92 ...1.=:: Dole IOMeLP J wAGN zE _&,,,, il I " M A: 0 7 . 63 4 L 55 ....hokonson-onOefson.com ON THE GREAT RIVER ROAD IUPROVEMENT PROJECT 04-03 WEIS MACIVER AVENUE � , J 1 C 1 1I 1 1 ..... .`�� ..t _ -- :1------------ _.. —..— • .— . —.. —.. ,.� ..— ..— .._.. —. . '' C6GE :: . r a / r" ; oa f t.0 a'€ C ,• ' a/. 4i,-, / A j �fi +11: D I a I nom/ �l ^ — x --- )2■" -- to 5U E N F EET 970 PN STA • 102 +90 , PN ELEV 4. 952.77 SOIL LNG OA - - . . . 970 965 K • 50.37 120' VC PN STA 15 +00 - 965 ' PVI ELEV:. 146.17 LOW POINT ELEV • 944.13 µ0H POINT ELEV • 944.63 L OW POINT 'ELEV • 911.03 n ^ K • 50 O� LOW POINT STA • 100 +70 µ0H POINT STA • 110+43.33 LOW POINT STA .112116.29 960 „; PN STA A 108+70 PN STA • • 110 +50 960 o u - - w PN STA . 113 +10 V 2 120' v - PVI ELEV . 913.95 PN. ELEV 945.03 PN ELEV .913.83 - o m SOIL BORING B A.D. - 1.70 AD. . -1,35 A.D. • 1.36 j S w K .100 K. 69. 955 m + a K . 9 039 SOIL BORING I' $ - 170• VC 20'YC 120' VC • 950 : EXISTING PRQFILE a $ w $ u m r n \NNv.-- �� , E x 950 •``� I.L o o r6 ' ' Y - -- PROPOSED E PROFILE > W y S m 945 W EXTRA MUCK -- - � - - - ---- - -- -- 945 940 T / e�` � �� `�� \ \ \ \ \ \ \ \\ �� ` EKTa1 uucK � �" ` �� 940 �� , � \ \� \ \`` EXTRA YUCK \` 935 ` \`� EsnuAtco 179e CT- _ _ . . . 935 MUCK EXCAVATIo 930 I -I MUCK ACCOUNTED FOR 1- -- n .2 .o .7° ..B A r°. n 4; 4 n :X al xg ay. li� R :q 5a a 6 4 - 4 .r! -.0 44 A .,3 r 8 n 930 • 101 o P 102 m 1 03 104 P P 9 05 10 p 107 w 108 9 109 m m as a a Z. DATE REVISION 0.o e.l t. IN. 0.r, .Pe.+Kelr. KW 6 a 110 111 112 113 11 4 115 or e .:.r "e b u e • a anson Anderson Assoc., Inc. M Ti 3901 Ha CRY OF nie - licensed o I M Sto; a [nun.. !"•e' f.. MR Civil Thurston ers ona Land s�...7nr. w w _ STREET AND „E, .. Ave.. Anoka. MMAMwo 55309 EGO STORM SEWER PLAN 24 RwaO 3. wAOR[II, P.[. now 4'4' BI so 763- 127 -5660 FAX 763 -427 -0520 MACNER AVE. NE d[ 70TH ST, NE 92 F. �o,..-.. n.w s.nw.w..ow.o.e...l.wl.,,. -wu role.... Doe_ - u r .» e n.NCkonson - arWerson.com ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 -03 s'IEEIJ MACIVER AVENUE ,.. \' \ .,, . , R \ 1 [ I / / \ 7 --.._ -_, .': 1■ .\ \ . ' :: ---- 1 : \ ::', i 1 1 ,.....„.. 11 1i ---....____________, 11 4 ----, II 1 , h um: .._.._.._ 1 A IRA,..„ airy. Vh. 'IMILXIOLILANAZZ•ZIWKIL _, NN■1 N■t•A NA, N,N..,‘ XN ..X\ N - „... - ■ _.■ x -■ ■ _ __'249 --- -- -.-. ..--- - 1- •-• ••• , i & .. __ _ • , VIKA:A:XL - r • . . . -..... • • , , I I I 1 5 ,....: , . . . „ T - Thr 1 i l ! 1 .. L_J _ L__I II_! L__J 1 i . I I I I 1 I I - , --I i■ so . . ++ FEET HIGH PONT ELEV . 94754 965 HIGH POINT STA .. 116.50.39 LOW PONT ELEV - 94580 14104 PONT ELEV . 946.76 LOW POINT ELEV . 946.40 NCH PONT ELEV • 946.76 965 PVI STA - 116+50 LOW POINT STA • 122.00 141014 PCNT STA . 124+20 LOW PONT STA . 125+40 Hai PONT STA . 126+60 PM ELEV . 947.72 PM STA . 122+00 Pm STA • 124+20 PM STA . 125+40 PM STA . 126.60 A.D. -1.21 PM NV • 945.62 P9 (1(14 • 946.94 P9 (1014 . 946.22 PM ELEV m 946 94 ., 960 K - 99.35 A.D. • 1.20 A.D. . -1.20 A.D. . 1.20 A.D. . -1.20 960 K • 100.00 9 . 100.00 K n 100.00 6 . loam 120 VC - SOIL BORING 6 SOIL BORING 7 9 120' VC , 120' VC 120' VC 120' VC 955 2 2 • ,s, A 3... 2 2 8 8 g f. 23 955 .-+.-. I p. i g 1 ri y, ,:. 16 r• g 950 PROPOSED i PROFILE 0 I V 4.I W 0 '5' r) r.“. g S + 950 EXISTING E PROFILE g g . I u 0 • IIT III ce cc cc ---------------- _ - a - - - _ ..___-..--------- -- " -------------- 4------&-____E"--9-63-9--4--9---6--e-----4----e---________. ________-- __ . - . - 0.60X 945 . _ 945 ---- -_____ -.--------. \ N ' '\‘‘‘\, \,. •\,s■<kN‘e,•Nr‘ *.".: \N x \ - - NIN . 9 '"‘" \ EXIMAJAUCK 114'4411 .\\H\NS■ 1 4s: 1 ' 940 %. 4%. %\, \ \ ■ % g ! ' • g■ \ N o ■ 't\NV _ _•.'' ■ %,\ ,AX ..• . i. , ,•,. ...'s 0 k N ' - "N" -- --......*,..... 935 935 ESTIMATED 6346 CY MUCK EXCAVATION 930 930 SOL BORING 54 NEZOMETER 5 925 MUCK ACCOUNTED FOR 925 .2 .8 .14 .12 0'■ 1 -;. 4 ...ri .4 - 4! 44 -z.' -A :2 - 2 0 .7-'. -■:. 4 , ; . . S .": .8 .7 .0 .7 25 1 El 11 II I ri IS,.• ri 12 sy: FI, FI .i.' F. E ..2 21 il 21 ly, 21 21, 21 21 • 21 21 'ill; 71, 115 116 117 118 1 19 120 121 122 123 124 125 126 127 128 129 GATE REVISION I homby [May O. illn Pon. speakoloon. EXPEI• - n 1. ■•■•••■ ••• PM... Fr FF H Fn.. IF7 n ziza Hakonso Assoc Inc. CITY OF STREET AND chr•cl supernuen end •■•• I sm • 0.1y 4 . ,, s ■ ,• • ,, , i 4 : o• tkonwl Proles.* Eng.... undor WM* Mt .-.' 0'1 1 81EGC1 STORM SEWER PLAN 25 .. And., Linnefala S5303 CI 86411 nLE se 763- 427-5(160 FAX 753-427-0520 ..A41S1H.A...A., }MCIVER AVE. NE & 70TH ST. NE ...01,00. - ■0 24.• now. .1 *1+476 . ZE. 1 ll ... tto, ans o n - o 4 as rs on c om ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 92 15. Dol. . ...........t...... 0.....11.11 (*air.. -. - --__ vIACIVER AVENUE / / \ / \ I , 1 LA_ ____I E i \ / i % ? A \ .. - i FM404.7005, .." L) L I \ •., ? t \ 1 1) ,4, 0. \ _--- m--- i [ 1 I 1 •-- 161:96 `IC– -1.. .......... li: ■, ' )4,. N. NN ‘. N. .:, - ....,,... N.-■ N:‘, • - N."•..N N .).„_N "N` ,MIIIMINIrk% N.), '\,,,„ '''-'\ N N i ii • --Nx \ X \NV":&, \ V V ,IIMINOMMLE \ V, \ \I .... ..... ----.., Ammionium x _.....■ _ 1 1.■ 41.‘ 'W. N 4i •—•—..—• ■ 1 i I k / i I I I I I I I I I 1 414 1 0 0 • r---- c . I - - An • '-'7-4- \ ' •--, , -, \ 1 1 / I /I/ " 1 \ c , , , 1 1 L_ __ _J • i \ __\) L_ __ _J 1 L_ __ _A 1 L_ __ _J 1 L_ __ _J I L_ _J I ! _J I ! i 1 L_ t 1 0 1 0 0 ■ i I, ■ I 1 I / / . 1 s, , _ - I _ -4-'.-- . 0 HIGH POINT ELEV - 945.96 LOW POINT ELEV . 944.93 HIGH PO4NT STA . 132+47.61 MICH POINT ELEV rr 947.73 LOW PONT STA -.130+25 • Pm SU .. 133+15 HIGH POINT STA o 140.90.49 Pm VA - 130+25 Pvi ELEV . 946.49 P11 STA - 140+70 960 Pm ELEV • 944.75 Am, - -3.10 LOW POINT ELEV . 939.913 P14 ELEV . 950.50 960 4.0.• • 1.20 6 n 71.0i LOW POINT STA .. 136+35.95 PM STA . 137+25 A.D. -532 6 • 100.00 pV1 STA . 135+90 PVI ELEV . 940.43 - 28.96 220' VC Pm ELEV . 939.62 955 12 .. A.D. - 2.37 420' PC o' vc A.D 110 K = 51.75 8 2 K . 41142 8 . 955 150 pc 120' VC ? :•1. . 950 0 g o g , V .. ------- - -.•• • i g $ g iy,.,,,, 945 9 ___ _____ • _____ g 0. 945 0 0 -= ..: ..- ' -------- a a _ _ z .,.. . „.., • • ■xx .'-,' N N- \ - V■1 . .. _------ 940 ,!, EXTRA MUCK \\\\\N\ 940 P2OPOSEO • . - ‘• ' ' ---.....V■ ExTRA !KUCK NN\NA, '.... — - ---'--- -qk , 1 . .4N 3 N . N 1 g 935 t -01 vlo ‘ N\ 416, EXISTING PROFILE . NV ....\9111\111‘NimilajaeX‘\\ i t• 1 930 930 ESTIMATED 5754 CT 19)00 ExCAVAIIEN 925 SOL BORING 4A SOIL BORING 4 925 -- . SOIL BORING 3 920 P141040109 3 920 4 4 4 . 114:: WI II Sili ili :2 7i2 zil i2 21 si Fri F F, .7.1 F.I 11 iq i ,,,,,•■ 31 1 f.i 14 i 'i Vii `.41',, 'IS; it II il ' 30 31 132 133 134 . 135 136 • 137 138 139 • 140 141 42 c DATE REVIS at n 143 , ION I hereby cen■t ma in. pion .pe4c o moo m "Vg 10mo tiViz1.rmA.11::.7.1.1:0•:ia I .I.. ;;;T:t '''„„=.'''''' "" 4 .... ... III 3601 Th Hakanson Anderson Assoc., Inc. CivIl Engineers and Land Sorreyor. urston . 6. M .o. Minn esot a 55303 CITY OF '\,( OTSEGO STORM SEWER PLAN 26 STREET AND ..E, 13 MACIVER AVE. NE & 70TH ST. NE ORO Ir 00 us. 763-427-5860 CAM 7 63-427-0520 60.0 J RACNCIr. PT 92 1... 06e Lk No 26052 ...\] ON THE GREAT RIVER 902D IMPROVEMENT PROJECT 04-03 SHEETS MACIVER AVENUE ..---I-----, 1 1 1 I ... 1 I I , 1 1 1 c ,01 - ----__± ,, 01, 1 , 1. ,' ', 0, ip . di__.?.._-,- - — r 1 , oti NS —' - . — -' --.'.. . ...— ..— — --- .--- --'.- . — —., - -- 'dr o - ' - 5 4 o t — o — 0 - — - 0 — o .10 OM SIN L..• • N■ 'N N.._'‘ N.N. '\,■, , : 711 ..1 IN■ SI s , , , .' i 4 S M lia M I I Mii in = li IS, .. \ .. , 7 ■ . . .\\ 52... 71 S ■ W %. .X - - - - - - -. . e' - - - ----- Z NNTAIMI 6 1 14 a A a m 0 1 ri = I I IMII •■-.....■......■.. Inr 1 F 1 r . .. _ _ . • 1 1 ) 1 1 / 1 1 1 , 1 \ I -- — I I 1 --- -- 1 ir , , I 1 1 --- — 71 1 E — — 1 I F 7 .. - 1 1 r ----- 1 I 1 ---- 1 ' 1 / I 1 I 1 1 1 , ' • I I I I I I 1 I 1 1 111 1 I I I • \ ,_ 11 1 L_ __ _J 1 L_ ___J I L J ) • ' 1 L_ ___J L. _J 1 L_ __ _J I L_ _J 1 L_ _J I ‘ L _ _J r / - s \ 11 I 1 I 1 1 1 i <' i 1 _j.. aa a 11Q4 PEWIT ELEV = 950.62 NIGH PONT STA = 149443.16 965 pm STA = 148.50 LOW PONT ELEV = 947.30 PVI. ELEV = 952.50 LOW POINT STA = 152.15.22 965 LOW POINT ELEV = 943.83 PM STA = 145.00 A•D• .. -4.60 Pvi STA = 152.20 60.36 PM ELEV - 949.89 LOW POINT sTA . 144.24 PM ELEV = 94978 X = AO. = 3.32 960 PM PA ■ 144.00 AD. = 2.49 370 VC K • 30.15 PIA 61E0 • 943.58 K ., 48.23 960 P S woe VC K = 60.00 ..----120 VC , t7 955 1 120 VC f.:4 fP ,,, .. 955 7,5i: it : • : .7 V: IV EXISTING E PROFILE y g ..2 ' 21, LA 'ci ..,* -. V ti V -,, 950 , T. " t••1` ----- 14, PROPOSED Pow - 945 - , . • . : --• ,, - - - ---- . --- ,.• -------------- : 7 - - - - \ ';,- ----- vSz:r - 940 \ ' \*"* . Xi■■ - \ \ -- : -- - \\*‘\ \ST NNN: r - . SVXN , g 940 \.'% ‘N....■. NZ.N.T. N. \ 935 NXN ' 935 \ . . 930 • 930 ESTIMATED 3013 Cr SOIL FIORNC 2 MUCK EXCAVATION ' SCIL BORING 1 925 • . . 925 ...!-* 4 Pg 4 4 4-' 7: •or- -2 .t 4 4 4 .; ....„2 -r ,,t; ,„^ 4 4 s 1 1 5 1 El 2 :4 il 2 :1 3 1 3 1 3 1 14 1 al at gg gl gg gg it t; "'''' '''' ° <,. .., a a a. a g, ta 7. ill, Zft 143 DATE REVISION 144 • 145 146 147 148 149 : 150 151 152 153 154 155 156 157 i boreby cot., thot Ms olon, spoce6cottort. MOO If , /kYlk1.1 V W . W et rs,w■ was ptoporod by me or undo, toy affect sottottnroo or. loot 1 om p duly rim Hakanson Assoc Inc. CITY OF ILYORNIMI.SIRMS•101110:N.794,- STEET AND WEI '-- r.' II I OTSEGO STORM R SEWER PLAN 27 — 3601 Ilmmla Ave.. A... ilianola 55303 13 0.4. *5080 ' *" m''''' " ' 763-427-5660 FA% 763-427-0520 Itid\000\.. IAACIVER AVE. NE & 20T11 ST. NE 92 c..V.::' ;Att ........ www.nokonson - onarson tom 02 THE 56001 RIVER ROAD IMPROVEMENT PROJECT 04-03 70TH STREET ' 1 1 1 • o ) t -.. .� I ---1 }II 5 94 .A- AA.A.il- till.A_.l.�h..l ! D O O 'Ov .. _ .. 1 .. .. .. . 1 l t" —1— ;• i •,: a �, so. oo [ z9 00 y nth \ \ \�' \ \ � \ \ \ \ \ \ \_ \ \ \� _ \ \ \ ' . - _" \ \11 5 ' 1 .I' P i..,. . - -- . J .. —.. �..— ..— . —.. —.. _.. — .....—.. —... �!. S -/� �. ` .. . - _ ,_. -_ - —. — — — — ill. i ' I 1 1 t , ■ 1 1 1 i III * . i1 � 1 . .....�.' n i i 1 1 i 1 1 1 HIGH POINT ELEV = 956.29 HIGH POINT STA = 34 +00 scu[ IN FM - PA STA = 33475 • PM ELEV = 956.65 PVI STA • 32 +00 A.D. .9 -2.60 PM ELEV 955.70 • • • 970 6 = 62.50 A.D. • 1.20 PIA STA • 26+50 175.0' VC 6 100.00. PN ELEV:. 953.60 .. .. HK7H POINT ELEV - 950.95 970 1200 56 A.O. -1.36 PN STA .26+75 LOW POINT ELEV • 949.30 HIGH POINT STA • 21+65 • 6 = 110.29 PN EIEV • 950.17 LOW POINT STA • 25 +00 - PN STA • 21+65 EIEY 965 R n o . _ SOIL DORM 9 150.0 VC Ap . I,1.36 PN STA 25aao PVT ELEV .951.13 [•° . PVT .. 949.12 . 965 ^ e^ e o . K •. • 66624 P A.D.. 1.20 6 �. A .. n m 4 S _ 120.0' VG _ K • 100.00 120.0' 00 960 R g . uo.0 VC • ° W W Y .. [ + 10 960 • • -- - - W W / � N r H + M 955 — e + ..4. m [[ y D.6DX / ° , � , 0 0 y6}} q ' S } 955 1 - _.__ 950 / - .:.� 950 B �� PROPOSED F PR06110 �- i �� 94$ EXISTING PROFILE \‘ _ — - -T— _.�� ti 945 940 �`�� ..... _� 940 935 FsTMATEO� 935 MOL7f MAY �• SOIL TIMING 19 930 SOIL BORING 17 i .°.I g -1 o -.X "2. 4 .[ 9i, °n :ti - N 930 R 1.'E .9 Et ar, :'R :o ar aq II, E5 :» x & '+! .n [ +e w D " a: :a 3a vg ,.:%4 R eR R - + kg aR n 33 a 2 a • 3 l 30 a 29 28 27 26 25 m m 24 g3 22 21 20 GATE REVISION hereby c=.M1 um Ma omn opecilketk. 0:10111 e :rNJPa�aalk]au lJi:il.ltl: +_nanJl•LaFVtlu y;�°O"H,q, °i wowed b 't"' ° ° °duly my � Hakanson Anderson Assoc., Inc. CITY OF STREET AND CI Ci°il E.p+neera and lonE su rveyors 28 .:`:' e o r'=,... 01 " D O EGO STORM SEWER PLAN ]60 Ihw Ave.. Anew, Mw.aol 53 10! CI •+e m, zoo!, - toaw.. Raub J. WV", 0.1. omm "' m IC 763-427-5060 PAR 763- 427 -0520 MACIVER AVE. NE & 70TH ST. NE c AO.n..ni. •a sn.n.µ...nV.r o =+.....AOm. -.w No....., WI. 1.1c N• 2943L_ www.holconson-ondersoo.com ON THE GREAT RIVER ROAD IMPROVEMENT PROJECT 04 -03 5 70TH STREET — J _ W I l— :h �- _l.JL I ' — r — —r— _ �' .._.._.._.._.. —.. —.. .._• —. i 1 / w K ._ _ Lish•Vi.S:.,714111&_. . ,,,,,L„w • ' „°° _!� t 17. ;W.�_ /. 1 —^aoo a boo e. p 70TH STREET N.E. (BY OTHERS) _..— ..— .._.._.._.._.._.._ —o _ _......... 1, I . ; • • . T rr� , , ;Y� / ,� i ,r , = t: SO 0 50 100 HIGH POINT ELEV 44 956.97 T0RL s MT HIGH PANT STA . 11+2B.9t . _ LOW POINT ELEV • 955.97 • . ” LOW POINT STA ° 9526 ' PN STA = 11 +50 - PN STA • 9500 PIEZ011ETER IB P51 ELEV = 957.31 PVT ELEV° 955.71 ° 2.25 970 A.D. K _ -T85 (ow POINT ELEV • 9so.950.E.- A.O. 64.81 - K • 52.33 970 LOW POINT STA = 19+5 12°.0' K 120.0 VC P51 STA = 19+50 965 • PVI ELEV = 949.84 A.D. _ 1.zo 8 p o 965 K .100.0° + • ,u o .. � a R. m" ,20.0' VC + n 4 m 960 _5 ° Y m 960 EXISTING E PRO • it R ° • FILE N y - - — -- ..• 955 g 2 — 7 - - ``_ -L _ • ;; �� s s _ _ - 955 m 61 PRtlOSED PROFILE , .. n - / _, :' 950 _ _� — I,.... !•... _ ._ -- 950 9 • 940 �;�� 945 �` ��:l�:�. \ .\ •`� N" ; &NN�r 940 CY 935 ESTIMATED- 91 EXCA A • 935 • • MUCK ACCOUNTED FOR • 930 • 930 1 :c "`R aR a.9. o S n , D 4 ..o ..n o ,.:o ...,b :73 Sn n„ c w °',rl R n n a',` .R :a ER ° aR Eg "R 32 • 20 9 1� IS °. a as ° . ° A ' 14 13 l'P I� 10 DATE REVISION , rte .was peewee oor IN. bn or r e v .1 ...OP 1p - Er ° r .._ ° �~ � p ' � Hakanon Andeon Assoc., Inc. °TM °' STREET AND HI411•:1�:1a'u.: l•J�.:il:fbll:li•]l:li ° rw w . , i • . . ° .. mO y E. ,.r. � T cs ivil En Y 29 �n�. Ta6aP Ra. aaaT�a .:sllntyrt[,lraict�a.iT;:/r auy b..., ,M il.l.. N ... °n 9n•.•. pne rs Lono Assn, ,., misc.., STORM SEWER PLAN sw, Inw a.n w... Amu, wwwl. ssw� l2 e". w. .or. ]0T - ,0 2G. .0.4410 J +' Lf:. E 62 .« 'Mhonss 0n an 0 ON 711E GREAT illE NIAC IMPROVEMENT +PROJEC 5 3 NE SHEIS ' - s. . w.n,� r o.....n. \0rme -wa lose.., D.,. 1.. • 24 0 52 « V. RECOMMENDED PROJECTS A. Southeastern Section Feasibility Report The southeastern section of the City that lies east of TH101 from CSAH 42 to CSAH 36 is one of the sections for the City that is already under pressure from developers to open for water and sewer services. The sub - districts included in the specific area of interest are listed in the table below according to the three primary developers names. DEVELOPER TYPE SUB- YEAR 2020 POTENTIAL POTENTIAL DEVELOPMENT DISTRICTS POTENTIAL SAC FEES WAC FEES REC'S U.S. Homes, Low Density 01 & 02 660 $ 4,092,000 $ 2,297,800 Orrin Thompson Residential Rottlund Homes Medium/ Low L2 310 $ 1,922,000 $ 1,032,300 Density & High /Medium Density Residential Duke Realty Industrial, L2 & N2 747 $ 4,631,400 $ 2,487,510 Low Density & High /Medium Density Residential TOTAL 1,717 $ 10,645,400 $ 5,717,610 26 The improvements to the trunk water and sewer system that will be required to meet the demands of the proposed development in this southeastern section of the City is summarized in the table below. TRUNK FACILITY PROJECT TOTAL AVAILABLE FROM COST WAC & SAC FEES THROUGH 2020 WATER 1.0MG Water Tower $ 1,500,000 7,500LF of 16" Trunk Water $ 525,000 Main 450 LF of 30" Casing Under $ 135,000 TH101 Relocation of 1,300 LF of $ 91,000 Existing 16" Trunk Water Main 4,100 LF of 12" Trunk water $ 205,000 Main to Radford Ave. 2,200 LF of 12" Raw Water Line $ 110,000 Two New 1,100 GPM Wells $ 600,000 Upgrade Existing Well No. 3 to $ 150,000 1,100 GPM Pumphouse No. 2 Modifications $ 75,000 Total Trunk Water $3,391,000 $ 5,717,610 Improvements SEWER 4,500 LF of 12" Trunk Gravity $ 315,000 Sewer Along CSAH 42 2,400 LF of 12" Trunk Gravity $ 300,000 Sewer In Randolph Ave. 3,100LF of 8 "Gravity Sewer To $ 155,000 59 Street in Riverpointe Three - 450 LF of 24" Casing $ 330,000 Under TH101 17,500LF of 16" Force Main $ 1,225,000 17,500 LF of 12" Force Main $ 875,000 Add Third 40 HP Pump in $ 75,000 Quaday Ave. Lift Station No. 1 Total Trunk Sewer $3,275,000 $ 10,645,400 Improvements Total Trunk Water and $6,666,000 $16,363,010 Sewer Improvements For projects of this magnitude, the City typically would sell utility bonds to finance the project cost over a ten year period. This would give the expected development several years to begin construction and gradually over the next ten years reach full development. As shown in the table above, the expected WAC and SAC fees generated just by these three developments will easily meet the bond payment requirements. 27 The trunk facilities constructed under this project will benefit all of the expected developments throughout the eastern service area. As shown in Table No. 13, Recommended Capital Improvement Program, the cash flow balance is projected to exceed the project cost before 2010. This means that the bonds that would be sold for this project could be paid off early. It is therefore recommended that the City Council find that this trunk infrastructure project for the Southeastern Section of Otsego is feasible. It is also recommended that the City Engineer be authorized to prepare the plans and specifications for this project in coordination with the MnDOT 2006 TH101 project and the site development plans of the three developers. B. Upgrade of Quaday Avenue Lift Station No. 1 From Table No. 4, the projected potential number of REC's served by the Quaday Lift Station No. 1 by 2010 is 5,728. However, the population projection indicates that only 59 percent (3,380) of those potential REC's will be developed by 2010. Therefore, the expected flow to this major lift station should be around 592,000 GPD. The peak pump rate required for that average daily flow would be about 1,200 GPM. This is the maximum capacity of the three 40 HP pumps. Therefore, it is recommended that the replacement with three 100 HP pumps occur in 2010. The estimated cost for the three 100 HP pumps and a new control panel is about $ 200,000. This project cost and the funding by collected SAC fees is included in the Recommended Capital Improvement Program, Table No. 13, at the end of this section. 28 TABLE NO. 13 RECOMMENDED CAPITAL IMPROVEMENT PROGRAM 9/19/2005 TRUNK WATER AND SEWER PROJECTS 2005 TO 2020 TOTAL FROM 2005 TRUNK FACILITYPROJECTS PROJECT DATA TO 2020 YEAR 2006 YEAR 2010 YEAR 2015 YEAR 2020 ACCUMD ACCUMD ACCUMD FUNDS FUNDS FUNDS FUNDS FA FUNDS FEE PROJECT REC'S $ AMOUNT PROJECT REC'S $ AMOUNT CARRIED PROJECT REC'S $ AMOUNT CARRIED PROJECT REC'S $ AMOUNT CARRIED PROJECT REC'S $ AMOUNT CARRI ED REO'ED AMOUNT COST ADDED COLLECTED COST ADDED COLLECTED OVER COST ADDED COLLECTED OVER COST ADDED COLLECTED OVER COST ADDED COLLECTED OVER WATER Southeaslem Section Project 2006 53,391,000 53,391,000 Odeon Avenue -85th Street Project 2015 54,843,000 $4,843,000 2006 to General Development Trunk Water Projects 2020 5904,000 5100,000 5380,000 5400,000 524,000 Total Project Cost 59,138,000 53,491,000 $380,000 55,243,000 524,000 FUNDING FROM WAC FEES 53,330 WAC Fees from Three Developers 1,717 55,717,610 200 $686,000 Other Gerval Development WAC Fees , 5,602 518,654,660 300 5999,000 260 51,998,000 600 81,327,000 317 51,055,810 1260 86,193,800 1900 86,327,000 2142 57,132,860 Total From All Developments 7,319 824,372,270 500 81.665,000 1,860 86,193,8011 2,500 56,325,000 2,459 58,188,470 -81,826,000 83,987,800 . - _ _ _ _ _ _ -_ - 57,069,800 915,234,270 SEWER Southeastern Section Project 2006 53,275,000 53,275,000 ' 0r Ouaday Avenue Lift Station No. 1 Upgrade 2010 5200,000 5200,000 WWTP No. 1 Upgrade 10 1.5 MGD Capacity 2015 511,250,000 _ 511,250,000 2006 10 General Development Trunk Sewer Projects 2020 5962,000 $140,000 $492,000 Total Project Cost 515,687,000 53,415,000 5692,000 5430,000 511,250,000 $430,000 FUNDING FROM SAC FEES 56,200 SAC Fees from Three Developers 1,717 510,645,400 200 51,240,000 600 $3,720,000 600 53,720,000 317 51,965.400 Other Genre! Development SAC Fees 5,602 534,732,400 300 51,860,000 1260 57,812,000 1900 511,780 000 2142 513,280,400 Total From All Developments 7,319 545,377,800 500 53,100,000 1,860 511,532,000 2,500 515,500,000 2,459 $15,245,800 - - 9315,000 510,525,000 - _ - - 514,775,000 529,590,800 TABLE NO.10 9/19/2005 ADJUSTMENT TO FLOW PROJECTIONS TO MATCH RATIO OF RESIDNETIAL REC'S ARRIVED FROM POPULATION PROJECTION VERSUS LAND USE POTENTIAL EAST SIDE ONLY PROJECTED PROJECTED MAXIMUM MAXIMUM PROJECTED PROJECTED SUMMER SUMMER WATER WATER WATER WATER RATIO RES AVERAGE PROJECTED DEMAND RATE DEMAND RATE DEMAND DEMAND RATE RECS- REC'S SEWER FLOW @ 350 @ 350 RATE @ 770 @ 770 POPULATION LAND USE POTENTIAL POP./ ADDED RATE @ 175 GPD /REC -- GPD /REC -- GPD /REC -- GPD /REC -- PROJECTION PROJECTION LAND USE ADJUSTED RECS PER YEAR GPD /REC - -GPD GPD GPM GPD GPM RES. OTHER YEAR RES. RECS RECS REC'S TOTAL RES OTHER TOTAL 2005 1,238 1,238 378 1,616 1.00 1,238 378 1,616 282,800 565,600 393 1,244,320 864 2010 2,400 4,050 2,658 6,708 0.59 2,400 1,575 3,975 472 695,644 1,391,289 966 3,060,836 2,126 2015 3,980 5,409 3,393 8,802 0.74 3,980 2,497 6,477 500 1,133,406 2,266,812 1,574 4,986,986 3,463 2020 5,550 6,768 4,128 10,896 0.82 5,550 3,385 8,935 492 1,563,644 3,127,287 2,172_ 6,880,032 4,778 ITEM 8 RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a request by City staff Hakanson Anderson Associates, Inc. has prepared plans and specifications for the Prairie Park Trail Improvements connecting the trail along 85 Street and Prairie Park. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated 9/23/05 a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on October 6, 2005, in the council chambers of the City Hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Larry Fournier, Mayor Judy Hudson, Clerk S: \Municipal'AOTSEGO \716 \ot716resAppPlansOrdAd.doc