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09-22-03 CCCLAIMS LIST CITY COUNCIL MEETING SEPTEMBER 22, 2003 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 Approved contract payments GRAND TOTAL 09-09-2003 $ 24,005.08 09-09-2003 $ 611,390.13 09-18-2003 $ 369,159.69 $ 1,004,554.90 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 09/18/03 10:35 AM Page 1 *Check Summary Register© SEPTEMBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid 101 MARKET $62.57 FLOWERS CAROL/JERRY UnPaid AFFORDABLE SANITATION $178.25 HC UNIT UnPaid AIRGAS, INC. $177.25 SUPPLIES UnPaid ALVIN MC CLURE $87.33 POLICE COMM BANNER UnPaid AMERICAN LIBERTY CONSTRUC $331,120.07 SCHOOL KNOLUPRAIRIE PARK UnPaid BEAR ALARMS $234.30 SEWER TREATMENT PLANT UnPaid BRAUN INTERTEC $2,961.50 TRUNK WATERMAIN UnPaid BURNS & SONS IRRIGATION $115.00 85TH ST PROJECT IRRIGATION REPAIRS UnPaid DENNIS FEHN GRAVEL & EXCAV $3,401.03 CLASS 5 UnPaid EARL F ANDERSON INC $5,618.13 THE POINTE 2 ST SIGNS UnPaid ECM PUBLISHERS INC $49.24 NOTICE OF PH UnPaid ELK RIVER PRINTING & PARTY P $339.74 HERITAGE BOOKS UnPaid G & K TEXTILE LEASING SYSTE $593.04 UNIFORMS UnPaid GOPHER STATE ONE -CALL INC $11.40 LOCATE TICKETS UnPaid ICMA RETIREMENT TRUST $422.31 PPE 9/13 CK DTD 9/17 UnPaid MAAO $130.00 ANDREW MERGES REGISTRATION UnPaid MINNESOTA LIFE $90.75 ADMIN - OCT UnPaid NORTHWEST ASSOC CONSULT $9,239.76 KITTREDGE CROSSING UnPaid PUBLIC EMPLOYEES RETIREME $1,172.48 PPE 9/13 CK DTD 9/17 UnPaid REED BUSINESS INFORMATION $98.28 KC TRUNK PROJECT UnPaid RMR SERVICES, INC $6,544.96 METERS nPaid STEVE'S NURSERY IRRIGATION $1,363.75 SPRINKLER REPAIR 85TH ST PRO JnPaid STS CONSULTANT'S LTD $3,147.05 CITY PARKS UnPaid TIM ROCHEL $630.19 NORTH HENNEPIN UnPaid VERN HEIDNER $159.73 PRINTER/SCANNER HERITAGE Unpaid XCEL ENERGY $211.58 16935 56TH SEWER UnPaid ZIEGLER CONSTRUCTION CO IN $1,000.00 13890 89TH CIR LNDSCP Total Checks $369,159.69 FILTER: None CITY OF OTSEGO 09/18/03 10:36 AM Page 1 *Check Detail Register© SEPTEMBER 2003 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ---- -101 MARKET - �— E 101-41400-310 Miscellaneous $62.57 4253 FLOWERS CAROUJERRY Total 101 MARKET $62.57 Unp—AFFORDABLE SANITATION E 201-45000-410 Rentals (GENERAL) $178.25 309008 HC UNIT Total AFFORDABLE SANITATION $178.25 Unpaid - AIRGAS, INC. E 101-43100-210 Operating Supplies (GENERAL) $103.05 105268238 SUPPLIES E 101-43100-210 Operating Supplies (GENERAL) $74.20 105268239 SUPPLIES Total AIRGAS, INC. $177.25 Unpaid ALVIN MC CLURE ---- E 101-41400-310 Miscellaneous $87.33 POLICE COMM BANNER Total ALVIN MC CLURE $87.33 Unpaid AMERICAN LIBERTY CONSTRUCTION �- E 203-45210-530 Improvements Other Than Bldgs $331,120.07 PAY 5 SCHOOL KNOLUPRAIRIE PARK Total AMERICAN LIBERTY CONSTRUCTION $331,120.07 Unpaid BEAR ALARMS �- E 602-49450-430 Miscellaneous (GENERAL) $234.30 1805 SEWER TREATMENT PLANT Total BEAR ALARMS $234.30 Unpaid .�___ BRAUN INTERTEC _..__ E 428-49400-302 Engineering Fees $2,961.50 410333 TRUNK WATERMAIN Total BRAUN INTERTEC $2,961.50 UnpaidBURNS & SONS IRRIGATION E 435-43100-310 Miscellaneous $115.00 622855 85TH ST PROJECT IRRIGATION REP Total BURNS & SONS IRRIGATION $115.00 Unpaid DENNIS FEHN GRAVEL & EXCAVAT E 101-43100-370 Sand andGravel $855.62 11323 CLASS 5 E 101-43100-370 Sand andGravel $281.75 11324 CLASS 5 E 101-43100-370 Sand andGravel $407.74 11325 CLASS 5 E 101-43100-370 Sand andGravel $1,855.92 11424 CLASS 5 Total DENNIS FEHN GRAVEL & EXCAVAT $3,401.03 Unpaid�'� EARL F ANDERSON INC R 101-34301 Street, Sidewalk and Curb Fees $5,618.13 56000 THE POINTE 2 ST SIGNS Total EARL F ANDERSON INC $5,618.13 Unpaid �w� ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $49.24 153136 NOTICE OF PH Total ECM PUBLISHERS INC $49.24 Unpaid' ELK RIVER PRINTING & PARTY PLU E 101-45300-350 Print/Binding (GENERAL) $339.74 018079 HERITAGE BOOKS Total ELK RIVER PRINTING & PARTY PLU $339.74 .jnpaid .--- G & K TEXTILE LEASING SYSTEM �.. --- E 101-41940-390 $85.53 43297280 MATS $108.33 43297281 UNIFORMS $127.04 43302117 UNIFORMS $85.53 43306994 MATS $114.29 43306995 UNIFORMS Contracted Services E 101-43100-225 Uniforms E 101.43100-225 Uniforms E 101-41940-390 Contracted Services E 101-43100-225 Uniforms CITY OF OTSEGO 09/18/03 10:36 AM *Check Detail Register© Page 2 SEPTEMBER 2003 Check Amt Invoice Comment E 101-43100-225 Uniforms $72.32 43311884 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $593.04 Unpaid GOPHER STATE ONE -CALL INC E 101-41400-310 Miscellaneous Total GOPHER STATE ONE -CALL INC $11.40 3080630 LOCATE TICKETS $11.40 Unpaid ICMA RETIREMENT TRUST ' G 101-21705 Other Retirement $230.00 PPE 9/13 CK DTD 9/17 E 101-41400-121 PERA $192.31 PPE 9/13 CK DTD 9/17 Total ICMA RETIREMENT TRUST $422.31 Unpaid MAAO E 101-41550-360 Education/Training/Conferences $130.00 ANDREW MERGES REGISTRATION Total MAAO $130.00 Unpaid MINNESOTA LIFE --- E 101-41400-130 Employer Paid Ins (GENERAL) $21.70 ADMIN - OCT E 101-41400-130 Employer Paid Ins (GENERAL) ($13.75) ADMIN - CAROL E 250-42410-130 Employer Paid Ins (GENERAL) $8.20 INSPECTIONS E 101-43100-130 Employer Paid Ins (GENERAL) $74.60 P/W - OCT G 701-22315 OTSEGO MEADOWS GOLF Total MINNESOTA LIFE $90.75 $382.50 UnpaidNORTHWEST ASSOC CONSULTANTS G 701-22374 KITTREDGE FINAL $551.27 G 701-22367 VETSCH PROP COMP $800.33 G 701-22368 ROLLING MEADOWS $135.00 G 701-22371 PHEAST RIDGE 8 $41.95 G 701-22366 MARTIN FARMS $30.00 G 701-22369 DR H ZIMMER PROP $564.87 G 701-22378 GRENINS 2ND ADD $631.30 G 701-22361 SUN RAY FARMS $399.00 G 701-22315 OTSEGO MEADOWS GOLF $733.45 G 701-22372 CARL SWENSON CUP $382.50 G 701-22349 ARBOR CREEK $345.00 G 701-22376 TORGESON MOVE IN $279.35 G 701-22375 JANSEN MOVE IN $234.35 G 701-22373 MENELEY CUP $211.85 G 701-22353 PLFRM ORRIN THOMP $152.50 G 701-22377 OTSEGO WEST PP $542.34 E 101-41570-303 Planning Fees $44.80 E 101-41570-303 Planning Fees $916.85 E 101-41570-303 Planning Fees $518.21 E 101-42420-310 Miscellaneous $16.92 E 101-42420-310 Miscellaneous $16.92 E 101-42420-310 Miscellaneous $14.33 E 101-42420-310 Miscellaneous $13.82 E 101-42420-310 Miscellaneous $13.58 E 101-42420-310 Miscellaneous $13.07 E 101-42420-310 Miscellaneous $13.07 E 101-42420-310 Miscellaneous $29.80 E 101-42420-310 Miscellaneous $213.53 E 101-42420-310 Miscellaneous $379.80 E 101-41570-303 Planning Fees $1,000.00 Total NORTHWEST ASSOC CONSULTANTS $9,239.76 12998 KITTREDGE CROSSING 12998 VETSCH FARM COMP 12998 ROLLING MEADOWS 12998 PHEAST RIDGE 8TH 12998 MARTIN FARMS 12998 DR HOR ZIMMER FARMS 12998 GREN MISS HILLS 12998 SUNRAY FARM 12998 RIVERWOOD NATIONAL 12998 CARL SWENSON 12998 ARBOR CREEK 12998 TORGESON 12998 JANSEN MOVE IN 12998 MENELEY 12998 PLEASANT CREEK FARMS 12998 OTSEGO WEST 12999 TH 101/DARKENWALD 12999 ZONE/SUB/COMP REPRINT 12999 GENERAL 13000 VOSSLER 13000 BROWN 13000 PAUMAN 13000 KLONNE 13000 GOTH 13000 THIELGES 13000 FRITZ 13000 GUNDERSON 13000 CODE ENFORCEMENT GENERAL 13000 EKERON 13001 MEETINGS Unpaid _� PUBLIC EMPLOYEES RETIREMENT FD -- E 10141400-121 PERA $321.61 PPE 9/13 CK DTD 9/17 G 101-21704 PERA $562.54 PPE 9/13 CK DTD 9/17 CITY OF OTSEGO 09/18/03 10:36 AM Page 3 *Check Detail Register© SEPTEMBER 2003 Check Amt Invoice Comment E 101-43100-121 PERA $214.73 PPE 9/13 CK DTD 9/17 E 101-41550-121 PERA $73.60 PPE 9/13 CK DTD 9/17 Total PUBLIC EMPLOYEES RETIREMENT FD $1,172,48 4....x..:..,.9..,.r.�..,.. `i—D , _ S —SS R-F...RM _.,.. N _, Unpaid REED BUSINESS INFORMATION G 701-22370 KC TRUNK UTIL IMP $98.28 2404803 KC TRUNK PROJECT Total REED BUSINESS INFORMATION $98.28 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $6,544.96 2003-117 METERS Total RMR SERVICES, INC $6,544.96 Unpaid STEVE'S NURSERY IRRIGATION E435-43100-310 Miscellaneous $376.25 809 SPRINKLER REPAIR 85TH ST PROJ E435-43100-310 Miscellaneous $476.00 810 SPRINKLER REPAIR 85TH ST PROJ E 435-43100-310 Miscellaneous $511.50 811 SPRINKLER REPAIR 85TH ST PRO Total STEVE'S NURSERY IRRIGATION $1,363.75 Unpaid f STS CONSULTANT'S LTD E 203-45210-302 Engineering Fees $3,147.05 247831 CITY PARKS Total STS CONSULTANTS LTD $3,147.05 Unpaid TIM ROCHEL E 250-42410-203 Supplies - General E 250-42410-203 Supplies - General E 250-42410-360 Education/Training/Conferences Total TIM ROCHEL $300.00 SOFTWARE $91.99 BOOKS $238.20 NORTH HENNEPIN $630.19 Unpaid VERN HEIDNER - E 101-45300-390 Contracted Services $159.73 PRINTERISCANNER HERITAGE Total VERN HEIDNER $159.73 Unpand XCEL ENERGY E 101-43160-322 Utilities $49.12 054157132225 16935 56TH SEWER E 101-43160-322 Utilities $162.46 061929356025 17326 53RD ST WELL Total XCEL ENERGY $211,58 Unpaid' �ZIEGLER CONSTRUCTION CO INC E 702-41400-310 Miscellaneous $1,000.00 13890 89TH CIR LNDSCP Total ZIEGLER CONSTRUCTION CO INC $1,000.00 10100 BANK OF ELK RIVER $369,159.69 Fund Summary 101 GENERAL FUND 201 PARK AND REC ACTIVITIES 203 PARK DEVELOPMENT 250 BUILDING PERMIT FEES 428 WEST WATER PROJ 435 85th Street Project - East 11 WATER FUND 12 SEWER FUND 701 DEVELOPMENT ESCROWS FUND 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $15,723.08 $178.25 $334,267.12 $638.39 $2,961.50 $1,478.75 $6,544.96 $234.30 $6,133.34 $1,000.00 $369,159.69 CITY OF OTSEGO 09/09/03 2:19 PM Page 1 *Check Summary Register© SEPTEMBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ARCON CONSTRUCTION CO $4,644.72 QUADAY & 91ST UnPaid CS & 1 $102,723.50 WATERTOWER 2 UnPaid DESIGN ELECTRICAL CONTRAC $38,329.45 39 & 42 SIGNAL UnPaid DRESEL CONTRACTING INC $351,903.91 85TH ST PROJECT UnPaid LATOUR CONSTRUCTION $36,791.05 TNKWTMN/SS & ACCESS ROAD UnPaid TRAUT WELLS $76,997.50 WELLS 4 & 5 Total Checks $611,390.13 FILTER: None CITY OF OTSEGO 09/09/03 2:19 PM *Check Detail Register© Page 1 SEPTEMBER 2003 Check Amt Invoice Comment 10100 _B_AN_K_ OF ELK RIVER Unpaid ARCON CONSTRUCTION CO E 423-43100-530 Improvements Other Than Bldgs $4,644.72 PAY 6 QUADAY & 91ST Total ARCON CONSTRUCTION CO $4,644.72 E 428-49400-500 Capital Outlay (GENERAL) $102,723.50 PAY 1 WATERTOWER 2 Total CB & 1 $102,723.50 Unpaid —.yy. DESIGN ELECTRICAL CONTRACTORS E 423-43100-530 Improvements Other Than Bldgs $38,329.45 PAY 5 39 & 42 SIGNAL Total DESIGN ELECTRICAL CONTRACTORS $38,329.45 Unpaid DRESEL CONTRACTING INC E 435-43100-500 Capital Outlay (GENERAL) $351,903.91 PAY 4 85TH ST PROJECT Total DRESEL CONTRACTING INC $351,903.91 -�--�--�---,._.....__. .�., Unpaid LATOUR CONSTRUCTION -- E 428-49400-500 Capital Outlay (GENERAL) $36,791.05 PAY 2 TNKWTMN/SS & ACCESS ROAD Total LATOUR CONSTRUCTION $36,791.05 Unpaid TRAUT WELLS -- E 428-49400-500 Capital Outlay (GENERAL) $76,997.50 PAY 1 WELLS 4 & 5 Total TRAUT WELLS $76,997.50 10100 BANK OF ELK RIVER $611,390.13 Fund Summary 423 Quaday Watefront Project 428 WEST WATER PROJ 435 85th Street Project - East 10100 BANK OF ELK RIVER $42,974.17 $216,512.05 $351,903.91 $611,390.13 CITY OF OTSEGO 09/09/03 9:15 AM Page 1 *Check Summary Register© SEPTEMBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABC ARROW BLDG CNTR UnPaid AIRGAS, INC. UnPaid BOYER TRUCKS UnPaid BREZE INDUSTRIES UnPaid CHRIS WILSON UnPaid CROW RIVER FARM EQUIPMEN UnPaid DAMON FARBER ASSOCIATES UnPaid DAYLE VECHES CONSTRUCTIO UnPaid ECM PUBLISHERS INC UnPaid ELK RIVER PRINTING i£ PARTY P UnPaid GROEN GARY CPA UnPaid 194 WEST CHAMBER OF COMM UnPaid KNUTSON RICK Unpaid LONG & SONS UnPaid MN STATE TREASURER UnPaid MONTICELLO ANIMAL CONTROL UnPaid NAPA OF ELK RIVER INC UnPaid SCENIC SIGN CORP Unpaid SCHARBER & SONS UnPaid SOFTRONICS UnPaid SWIFT CONSTRUCTION INC UnPaid TOSHIBA AMERICA INFO SYS IN InPaid XCEL ENERGY Total Checks FILTER: None $28.68 PLYWOOD/ DECK SCREWS $1,264.12 ACETY/HAZMAT/OXYGEN $11.89 94 FORD TRK $3.78 COTTER PINS $48.85 REIMBURSE HERITAGE FESTIVAL $109.60 MISC CHAIN/HOOKS/PINS/GRIND WHEEL $2,255.39 PARKS CONSTRUCT. ADMIN $1,000.00 9600 KALENDA DRIVEWAY ESCROW $792.16 NOTICE OF PH $1,026.09 BLDG PERMIT INSP FORMS $1,325.00 AUGUST 2003 $245.00 MIKE ROBERTSON MEMBERSHIP $30.00 SEPT CELL PHONE $426.00 AUGUST CLEANING $35.00 TIM ROCHEL - OCT 29 ST CLOUD $66.00 PICK UP 2 DOGS $41.17 MISC GASKET/C SEALER $12,547.50 OTSEGO WATERFRONT SIGN $21.83 MOWER $1,422.81 SWITCH/ROUTER/HARD DISK DRIVE $1,000.00 8271 PARELL AVE LNDSCP $211.83 TOSHIBA COPIER $92.38 RIVERPOINTE ST LIGHTS $24,005.08 CITY OF OTSEGO 09/09/03 9:15 AM *Check Detail Register© Page 1 SEPTEMBER 2003 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ARROW BLDG CNTR E 101-43100-310 Miscellaneous $28.68 71393 PLYWOOD/ DECK SCREWS Total ABC ARROW BLDG CNTR $28.68 Unpaid AIRGAS, INC. -- - - E 101-43100-210 Operating Supplies (GENERAL) $1,243.05 105245814 SAFETY SUPPLIES E 101-43100-210 Operating Supplies (GENERAL) $21.07 105256352 ACETY/HAZMAT/OXYGEN Total AIRGAS, INC. $1,264.12 Unpaid BOYER TRUCKS --- --� E 101-43100-220 Repair/Maint Supply (GENERAL) $11.89 23424R 94 FORD TRK Total BOYER TRUCKS $11,89 Unpaid _ BREZE INDUSTRIES E101-43100-203 Supplies- General $3.78 15859 COTTER PINS Total BREZE INDUSTRIES $3.78 Unpaid CHRIS WILSON r E 101-45300-310 Miscellaneous $48.85 REIMBURSE HERITAGE FESTIVAL Total CHRIS WILSON $48.85 Unpaid CROW RIVER FARM EQUIPMENT E101-43100-220 Repair/Maint Supply (GENERAL) $109.60 99872 MISC CHAIN/HOOKS/PINS/GRIND WH Total CROW RIVER FARM EQUIPMENT $109.60 Unpaid DA FNOM ARBER ASSOCIATES - -- E 203-45210-390 Contracted Services $2,255.39 15546 PARKS CONSTRUCT. ADMIN Total DAMON FARBER ASSOCIATES $2,255.39 Unpaid DAYLE VECHES CONSTRUCTION INC" - E 702-41400-310 Miscellaneous $1,000.00 9600 KALENDA DRIVEWAY ESCROW Total DAYLE VECHES CONSTRUCTION INC $1,000.00 Unpaid ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $247.95 152705 AD FOR BIDS E 101-41400-350 Print/Binding (GENERAL) $353.40 152706 STREET IMPROV. E 101-41400-350 Print/Binding (GENERAL) $64.63 152707 NOTICE OF PH UNITED POWER E 101-41400-350 Print/Binding (GENERAL) $64.63 152708 NOTICE OF PH E 101-41400-350 Print/Binding (GENERAL) $61.55 152709 MANLEY BROS Total ECM PUBLISHERS INC $792,16 Unpaid ELK RIVER PRINTING li PARTY PLU E 250-42410-203 Supplies - General $78.81 017960 BLDG PERMIT INSP FORMS E101-41400-203 Supplies -General $947.28 071975 ENVELOPES/PRES FOLDERS Total ELK RIVER PRINTING & PARTY PLU $1,026.09 Unpaid GROEN GARY CPA E 101-41600-390 Contracted Services $1,325.00 AUGUST 2003 Total GROEN GARY CPA $1,325.00 Unpaid 194 WEST CHAMBER OF COMMERCE E 101-41400-355 Dues & Memberships $245.00 2003-2004 MIKE ROBERTSON MEMBERSHIP Total 194 WEST CHAMBER OF COMMERCE $245.00 Unpaid- KNUTSON RICK — --- E 101-43100-320 Telephone $30.00 SEPT CELL PHONE Total KNUTSON RICK $30.00 CITY OF OTSEGO 09/09/03 9:15 AM *Check Detail Register© Page 2 SEPTEMBER 2003 E 101-43160-322 Utilities $92.38 867091254244 RIVERPOINTE ST LIGHTS Total XCEL ENERGY $92.38 10100 BANK OF ELK RIVER $24,005.08 Fund Summary 101 GENERAL FUND 203 PARK DEVELOPMENT 250 BUILDING PERMIT FEES 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $19,635.88 $2,255.39 $113.81 $2,000.00 $24,005.08 Check Amt Invoice Comment LONG & SONS E 101-41940-389 Cleaning Services $426.00 AUGUST CLEANING Total LONG & SONS $426.00 Unpaid AMM STATE TREASURER -- E 250-42410-360 Education/Training/Conferences $35.00 TIM ROCHEL - OCT 29 ST CLOUD Total MN STATE TREASURER $35.00 Unpaid MONTICELLO ANIMAL CONTROL "- E 101-42710-390 Contracted Services $66.00 397 PICK UP 2 DOGS Total MONTICELLO ANIMAL CONTROL $66.00 Unpaid NAPA OF ELK RIVER INC ---------- E 101-43100-220 Repair/Maint Supply (GENERAL) $10.11 021132 D SWITCH 2000 IH TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $21.28 021906 HAL LAMP 2000 IH TRK E 101-43100-310 Miscellaneous $9.78 022319 MISC GASKET/C SEALER Total NAPA OF ELK RIVER INC $41,17 -.�..m..,...... o.---- Unnpapaid _— SCENIC SIGN CORP E 101-41100-801 CONTINGENCY $12,547.50 005-14347-0 OTSEGO WATERFRONT SIGN Total SCENIC SIGN CORP $12,547.50 Unpaid SCHARBER &SONS— E 101-43100-220 Repair/Maint Supply (GENERAL) $21.83 300704 MOWER Total SCHARBER & SONS $21.83 - ._.npa �. Unpaid SOFTRONICS --- E 101-41400-570 Office Equip and Furnishings $422.81 2035 SWITCH/ROUTER/HARD DISK DRIVE E 101-41400-390 Contracted Services $1,000.00 2035 LABOR JULY/AUG Total SOFTRONICS $1,422.81 Un Unpaid p SWIFT CONSTRUCTION INC --�----- E 702-41400-310 Miscellaneous $1,000.00 8271 PARELL AVE LNDSCP Total SWIFT CONSTRUCTION INC $1,000.00 Unpaid TOSHIBA AMERICA INFO SYS INC E 101-41400-413 Office Equipment Rental $211.83 36819590 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211,83 Unpaid -�.�'.._----- p XCEL ENERGY -- -- - -- -- E 101-43160-322 Utilities $92.38 867091254244 RIVERPOINTE ST LIGHTS Total XCEL ENERGY $92.38 10100 BANK OF ELK RIVER $24,005.08 Fund Summary 101 GENERAL FUND 203 PARK DEVELOPMENT 250 BUILDING PERMIT FEES 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $19,635.88 $2,255.39 $113.81 $2,000.00 $24,005.08 APPLICATION AND CERTIFICATE FOR PAYMENT TO OWNFR- City of Otsego - Mike Robertson 8899 Nashua Ave. NE, Otsego, MN 55330 FROM CONTRACTOR: American Liberty Construction, Inc. P.O. Box 547, Rockford, MN 55373 CONTRACT FOR: GeneraF Construction HHOJECT: Three City Parks: School Knoll & Prairie Park VIA ARCHITECT: Damon Farber Assoc. - Ellen Stewart 923 Nicollet Mall Mpls., MN 55402 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is attached. 1). ORIGINAL CONTRACT SUM ............... $1,019,892.16 2). Net change by Change Order .. $18,536.64 3). CONTRACT SUM TO DATE (Line 1 +/- 2) .. , ... $1,038,428.80- 4). TOTAL COMPLETED AND STORED TO DATE .... $635,663.67 (Column G on Cont. Sheet) 5). RETAINAGE: a). 5 % of Completed Work $31,783.18 (Columns D + E on Cont. Sheet) b). 5 % of Stored Material $0.00 (Column F on Cont. Sheet) Total Retainage (Line 5a + 5b or $31,783.18 Total in Column I of Cont. Sheet) .......... 6). TOTAL EARNED LESS RETAINAGE .... , ...... $603,880.49 (Line 4 less Line 5 Total) 7). LESS PREVIOUS CERTIFICATES FOR PAYMENT. . $272,760.42 (Line 6 from previous Certificate) 8). CURRENT PAYMENT DUE ................. $331,120.07 9). BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $434,548.31 SUMMARY ADDITIONS DEDUCTIONS FCHAN�GEORDER tal changes approved in evious months b Owner $5,122.50 $0.00 Total approved this Month $25,935.41 ($12,521.27) TOTALS $31,057.91 ($12,521.27) NET CHANGES by Change Order I RIR nRF AA NOTE: Invoices unpaid after 30 days incur interest from invoice date at 18% APR Prepared by American Liberty Construction, Inc. Page One of 3 APPLICATION #: FIVE Distribution to: PERIOD TO: 8/31/03 0OWNER PROJECT #S: 302 0ARcrirTeCr DFA# 02.142, 02.163, 02.179 ❑ CONTRACTOR ❑ CONTRACT DATE: ❑ 4/9/03 The undersigned Contractor certifies that to the best of the Contractor's Knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payment s received from the Owner, and that current paymt shown is ow due. CONTRACTOR IL I. _ _ By: Howard O. Jacobson - Press Date: 9/4/03 State of: Minnesota County of: Hennepin Subscribed and sworn to before me this 4th day of September, 2003 Notary Public: My Commission expires: 01/31/2005 ARCHITECT'S CERTIFICATION FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising this application. The Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED ............................................. $ 3 ( Vv 07 (Attach explanation it amount certified differs from the amount applied for. Initial all figures on this Application and on.4pe Continuation Sheet that are changed to conform to the amount certified.) ARCII�T• B This Cer ificate is t negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. P.M.. II. Jacobson Proj. #: 0301 THREE CITY PARKS Appl. Dale: 09/04/03 OSTEGO, MN Appl. #: FIVE; Period From: 07/31/03 To:08/31/03 Arch. Proj #: 0302 A B C D E I G 1i I Cat. No. Description Scheduled Value Previous Applications Work in Place This Period Mad. Stored This Period Total Completed Complete 01000 General Conditions $56,950.00 $39,270.00 $12,880 00 $0.00 and Stored $52,150.00 % Balance to Finish Retainage 00600 Bond/Insurance $11,720.00 $11,720.00$b.00'' $11,720.00 92% 100% $4,800.00 $0.00 $2,607.50 SUBTOTAL SCHOOL KNOLL $68,670.00 $50,990.00 $12,88000 $0.00 $63,870.00 93% $4,800.00 $586.00 $3,193.50 720(x) 100(x) Survey Demolition $6,580.00 $6,580,00 $Q 00 $0,00;: $6,580.00 100% $0.00 $329.00 200(x) j02 Sit,_ $9,770.00 $19,540.00 $9,770.00 $I8,000.00 $0 00 :` $1,540.00': $0 00 $0 00 $9,770.00 $19,540.00 100% 100% $0.00 $488.50 511(x) 02820(s) Asphalt Fencing $52,320..00 $30,710.00 $14,410.00 $0.00 ` $45,120.00 86% $0.00 $7,200.00 $977.00 $2,256.00 02870(s) Site Furnishings $8,090.00 $42,630.00 $0.00 $12,300.00 $8,090.00 $7,072.00 $0 00: $0 UQ $8,090.00 $19,372.00 100% 45% $0.00 $404.50 02871(x) Picnic Shelter Buildings _ $39,150.00 $0.00 $0.00 $000 $0.00 0% $23,258.00 $39,150.00 $968.60 $0.00 02881(x) Playground Equipment $51,980.00 $0.00 $44,600.U0 +i1.1)iF . $44,600.00 86% $7,380.00 $2,230.00- 02885(s) Wood Fiber Play Surface $6,580.00 $0.00 $0.00 $( $0.00 0% $6,580.00 $0.00 02900(x) 02930(x) Landscaping Sod /Seed $40,200.00 $0.00wx- $0.00 0% $40,200.00 $0.00 03300(x) Concrete $9,160.00 $28,560:00 $0.00 $13,200.00 $0.00 $I5360.00 $0 $0.00 $28,560.00 0% 100% $9,160.00 $0.00 $0.00 $1,428.00 SUBTOTAL $314,560.00 $90,560.00 $91,072.00 $0.00 $181,632.00 58% $132,928.00 $9,081.60 PRAIRIE PARK 01720(x) Survey $27,900.b0 $27,900.00 $Q.00 $, $27,900.00 100% $0.00 $1,395.00 02100(x) 02200(s) Demolition Sitework $16,140.00 $16,140.00 $O.Q.O' $16,140.00 100% $0.00 $807.00 02511(s) Asphalt $37,690.00 $12,690.00:!'$5,0000UOQ $37,690.00 100% $0.00 $1,884.50 02810(x) Irrigation $206,810.00 $36,585.OU$132,562.00 $0.N3 $169,147.00 82% $37,663.00 $8,457.35 Site Furnishings $30,770.00 $0.00 $15,77000 , $15,770.0002870(x) 51%, $15,000.00 $788.50 02881(x) Playground Equipment , $SQ560.00 .00 $0.00 $1404.00 $50,560.00 $0 01) $0 00 $14,664.00 $50,560.00 42%g$37,960.00 100%$0.00 20,336.00 $733.20 02884(s) Skatepark Equipment $37,960.00 $0.00 $0.00 $0.00 0% $2,528.00 $0.0002885(s) Wood Fiber Play Surface $16,920.00 $0.00 $b,00 $0.00 $0.00 0%6,920.00 $0.00 02900(s) Landscaping $71,610.00 $0.00 $0.00 $0.M', $0.00 0% $71,610.00 $0.00 02930(s) 03300(x) Sod / Seed Concrete $52,292.16 $0.00 10.00 $0 00.<; $0.00 0% $62,292.16 $0.00 SUBTOTAL $43,010.00 $39,650.00 $3,360.00 $0.00 $43,010.00 100% $0.00 $2,150.50 Combined Contract Amount $636,662.16 $152,965.00 $221,916.00 $0.00 $374,881.00 59% $261,781.16 $18,744.05 $1,019,892.16 $294,515.00 $325,868.00 $0.00 $620,383.00 61% $399,509.16 $31,019.15 Change Orders: 0301/r ss/values 05.xls AMERICAN LIBERT •ONSTRUCTION, INC. 2 of 3 Schedule of Vali__ Pay Application P.M.: 11. Jacobson Proj. #: 0301 Appl. Date: 09/04/03 THREE CITY PARKS OSTEGO, MN A B C D- Matl. Stored This Period E Cat. No. Description Retainage Scheduled Value Previous Applications Work in Place This Period Two Owner Take Over Surveying ($12,521:27) ($12,521.27) $00( Three SchoolKnollUtilities $3,029.06 $3,029.06 $0.00 Four Soil Corrections School Knoll $2,093.:44. $2;093.44 $0 0C Seven PP Entrance Aprons $2,67.M,1 $0.00 $ ,6794q Eight Irrigation rain sensor $346:67. $0.00 p, p Nine PP Revised site plan $22,909.30-1$OAO ilzAu $2000 87% $2,909.30 $0.00. $0.00 Current Contract Amount $1,038,428.80 $287,116.23 $348,547.44 Appl. #: FIVE Period From: 07/31/03 To:08/31/03 Arch. Proj #: 0302 F G H I Matl. Stored This Period Total Completed and Stored Complete % Balance to Finish Retainage $0.00 ($12,521.27) 100% $0.00 ($626.06) $0,00 $3,029.06 100% $0.00 $151.45 $0.00 $2,093.44 100% $0.00 $104.67 0% .44 100% $0.00 $133.97 .00 0% $346.67 $0.00 ilzAu .00 87% $2,909.30 $1,000.00.00 $0.00 $0.00 #DIV/0! 61% $0.00 $402,765.13 $00067 $31,783.18 0.00'.$0 OQ` $0.00 0% $894.32 $0.00 $0.00 $0 Od $0.00 0% $25,936.70 $0.00 $0.00 0% $6,779.39 $0.00 sono so 00 $0.00 0% $4,114.00 $0.00 $0.00 $0 00 ;' $0.00 0% $2,419.46 $0.00 $0.00 $0.00 $0 00.< $0.00 #DIV/0! $0.00 $0.00 $0.00'..,:, $0.00 #DIV/0! $0.00 $0.00 $287,116.23 $348,547.44 $0.00 $635,663.67 59% $442,909.00 $31,783.18 0301/proeress/values 05.xls AMERICAN LIBERT" ^ONSTRUCTION, INC. 3 of 3 Schedule of Va, Pay Application , ITEM 6.1 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Planning Commission FROM: - John Glomski / Daniel Licht, AICP DATE: 15 September 2003 RE: Otsego — River Place; River Place 1St Phase, Final Plat NAC FILE: 176.02 — 03.36 BACKGROUND Orin Thompson Homes, Inc. has submitted final plat application for the first phase of the approved River Place Preliminary Plat. The plat consists of 33 single family lots and is located just east of Riverpointe 2nd Addition with access via 55th Street. The remainder of the site is to be platted as Outlot A and Outlot B. Exhibits: A. Site Location Map B. Preliminary Plat C. Final Plat ANALYSIS Preliminary Plat Consistency. The general design of the proposed final plat is consistent with that of the approved preliminary plat in terms of number of lots/units. The City Council approved an amendment to the current residential subdivision moratorium for the east sewer ditrict, allowing for the transfer of up to 45 lots within the Riverpointe subdivision to the River Place subdivision. The proposed phase one River Place final plat consists of 33 lots, leaving a maximum of 12 lots for final plat approval. It should be noted that when the moratorium ceases and sanitary sewer and water become available for the remainder of the River Place subdivision, Randolph Avenue NE will be required to be constructed prior to exceeding 45 total lots. Street Design. All streets, other than 55th street, connecting the proposed subdivision to the Riverpointe subdivision, are to be constructed with 28 foot pavement width and a sidewalk on one side. A temporary road, connecting Raintell Avenue with the existing gravel road running north and south along the west boundary line of the site, must be provided in order to maintain access to the treatment center. The existing driveway at the rear of lots 1-4 of Block 2 must be restored by the applicant. Landscape Plan. As a condition of Preliminary Plat approval, the applicant was to submit a landscape plan that shows an acceptable landscaped bufferyard running east and west along CSAH 36 and north south along Randolph Avenue. The landscape plan is to take measures to protect the Indian burial mound from intrusion. City staff has yet to receive a landscape plan, which will be required with application to final plat Outlot A. Construction Plans. The applicant is required to provide grading, drainage, utility and street construction plans for the project. These plans must be consistent with the Engineering Manual and are subject to review and approval of the City Engineer. Park and Trail Dedication. A $2,100 dollar per dwelling\unit cash contribution in lieu of land must be paid to the City to satisfy its park and trail dedication requirements. Based upon the 33 units, the fee in lieu of land for this first phase is $69,300. Development Contract. The City requires that applicants enter into a development agreement and post all required securities and fees upon approval of a final plat. The development contract is subject to review and approval of the City Attorney. CONCLUSION The proposed final plat consisting of the first phase of the River Place development is found to be consistent with the approval of the preliminary plat. As such, we recommend approval of the final plat subject to the following conditions. Construction of Randolph Avenue is required prior to final platting more than 45 dwelling units. 2. All local streets are to be designed with a 28 foot paved street width, with sidewalk on one side of the street, except for 55th street which shall have a 33 foot paved section without a sidewalk. 3. The applicant pay $69,300 in park and trail dedication fees in lieu of land. 4. A temporary road is to be provided to maintain access to the treatment plant until such time as direct access to the north -south collector street is available, subject to approval of the City Engineer. 5. All grading, drainage, utility, street or other construction plans are subject of review and approval of the City Engineer. 6. The applicant enter into a development contract with the City and post all required securities and pay applicable fees, subject to review and approval of the City Attorney. 7. Comments of City Staff. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Ray Baird K OTSEGO ON THE GREAT RIVER ROAD BABI MAP DATA PRO VOED B Y PillH�akanson Assoc..lnc. PREPARED OCTOBER 2001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR EXACT MEASUREMENT. I 1 I I i r ! i SIV REVISIONS By OTSEGO,MINNESOTA A 1 � ro.., _ i I , y"-- -- r -i/ y' •; del., % .� ✓ (�> 4 : r , �/ '�! � %�%/ ��/ ry/%/s�i�/ �'� �r it/./•, /%`d�%i ' .Mr• .i., ..r T.f�!!f�.l•'—'Y. SYi'. ' { FUTURE nCRTR C4 m '� � FUTURE '� ! ` `\ RESIDENTIAL r J 1 •Q �` 0w, �`s zlw U) a �f I (D Lu Ln 3 LL m' 2 a I— o ,¢�pR JY3 ti SHEET INDEX RESIDENTIAL Z �01 �`-?i f RESIDENTIAL (1-6) . '� � FUTURE '� ! ` `\ RESIDENTIAL r J 1 •Q �` 0w, �`s zlw U) a �f I (D Lu Ln 3 LL m' 2 a I— o ,¢�pR JY3 ti SHEET INDEX Z �`-?i f RESIDENTIAL (1-6) PLAT PU PRELIIAINARY I1-0) UTILITY PLAN GP PRELIMINARY /.�'�L a.. +f GRADING PIMI '� � FUTURE '� ! ` `\ RESIDENTIAL r J 1 •Q �` 0w, �`s zlw U) a �f I (D Lu Ln 3 LL m' 2 a I— o ,¢�pR JY3 ti SHEET INDEX oW c¢s. SP SITE PLAN PRELIMINARY (1-6) PLAT PU PRELIIAINARY I1-0) UTILITY PLAN GP PRELIMINARY (1-1) GRADING PIMI U) w J O PHASE UNIT COUNT g Z — W f/ SINGLE FAMILY 67 _ J Q O LODGE HOME 80 'n G W I— rr In z U) 0 o o 01-1DEVELTPER: ORRW N936 X O WAYSONZATA WAYUTA VU WAVE WAYIATA, l,/1135]9t 1 PM E:1¢321.7] -tat W 27! Ca ACT: RAr BAWD /� EXHIBIT B oA� a� i ReA�r torts- rwr rws .t,,:�x..•�rK„n�xw.¢.x�,�...,�at�a�ra..�r ,..^....,,_two Hurl xuwaAr xccutwen xxos¢ssww,, ertcw.cxuw¢xt�uw¢or 7.ssdx __.o..evxArrtrtAx.w.o PP PRELIMINARY (1-6) PLAT PU PRELIIAINARY I1-0) UTILITY PLAN GP PRELIMINARY (1-1) GRADING PIMI RIVERPLACE ; n/. Oa aClir.,R i ly nl —O¢uaeucrnWn�wra7 -¢u. w�mRnn i I+I•• � _____ � ' S00.1J']9•E 2]39.fa DATER oa/3o/aT � IQ"I I �r�'••. 4• iiyt asar N99.775.Y _ '•t 7 p n7T`. 13 A N00.1]'J9•W x00.00 r 1 �,,�� a 7J• 4 AtI I. al A INSET e I E X C E P T p N a c.N aio Y SEE SHEET 3 OF 3 SHEETS Y I i I a T2.1 irk, z d c-lzn n -.i '■ 1 r.'a ualn, «em .ram i a _ ..... � __ u•var ry sac o E� 1� s• M ,� C,i I 7xv NW U']a1 Ttn•.. N00•1]']9'W 1309.97 I I I p E X C E P T oNAwncE AXo,rtam [AscNEWn AI,E alrowN TNU; i - I `}E•! !y�` 1 57 SEAL[ IN aE[T SATHRE-BERGQUIST, INC 150 SOUTH BROADWAY WA—TA. NN. 55391(953)tEEEDDD —J L' — TT. lase Jar N• M v Lina aJ NY£RPJ(N1L W 9 ryalY a4 WeaW� I o DENOTES 1!E WCN m t. wDM [,ON PIPE SET w TME DgO1wD AND YNWED NY UCFNSE Md �2tuM`MTMw ONE YFM GF NECONOWG TMOi • DENOTE! A aOtan NDN YCNLLFNT • D[agTEa AfOUIQ NON NON,EIfNT I - I / �3l� �^^^ `� \ I I MOTTO W'E9 I 'EWDaEEETwWpTNAOAD]ONYO OTLWE, UIa9330TNENYYISE wDIGTEn, AM 10 FEET W P'`r•D NO]D TW PUT. NIO. OE wxr tWE; UraF33OTNExwOCE WOiO..1E0Al SOWN ON TIE 2 ; § ! §�! �k 2( # 2 e _ S ! §�! �k 2( # 2 e _ S Review No. 2 ENGINEERING REVIEW Hakanson Single and Multiple Family Anderson Residential Subdivision Assoc., Inc. for the City of Otsego, by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk, Dan Licht, City Planner Andy MacArthur, City Attorney Ray Baird, Orrin Thompson Homes Robert Molstad, PE, Sathre-Bergquist, Inc. Reviewed by: Ronald J. Wagner, P.E. Robert Aho Date: September 16, 2003 Proposed Development: Riverplace — 1St Addition Street Location of Property: A portion of the north 1/2 of Section 1, T120N, R23W. The property is located north of CSAH 36, and east of Riverpointe Addition. Applicant: Ray Baird Orrin Thompson Homes 935 East Wayzata Boulevard Wayzata, Minnesota 55391 (952) 473-1231 Ext. 276 Developer: Orrin Thompson Homes Purpose: River Place 1St Addition is a proposed 33 unit single family residential development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: (but not limited to): City of Otsego, Wright County, Minnesota Department of Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required (but not limited to):NPDES, Minnesota Department of Health (water), and Minnesota Pollution Control Agency (sanitary sewer) \1,1-ia01\Shared Docs\Municipal'',Aotsego2xxx\2263\ot2263R;V2-2.doc Page 1 TABLE OF CONTENTS INFORMATION AVAILABLE TITLE SHEET FINAL STREET PLAN FINAL SANITARY SEWER AND WATERMAIN PLAN FORCEMAIN PLAN FINAL STORM SEWER PLAN DETAIL PLAN OTHER COMMENTS SUMMARY AND/OR RECOMMENDATION \\HaQilShared Docs\I\Aunicipa",4o;sego2xxx\22631ot22E3R-V2-2.doc Page 2 INFORMATION AVAILABLE Site Plan, by Sathre-Bergquist, Inc. (previously reviewed) Plat, by Sathre-Bergquist, Inc. (previously reviewed) Title Sheet, 8/18/03, by Sathre-Bergquist, Inc. Street Plan, 8/18/03, by Sathre-Bergquist, Inc. Sanitary Sewer and Watermain Plan, 8/18/03, by Sathre-Bergquist, Inc. Forcemain Plan, 8/18/03, by Sathre-Bergquist, Inc. Storm Sewer Plan, 8/18/03, by Sathre-Bergquist, Inc. Detail Plan, 8/7/03, by Sathre-Bergquist, Inc. City of Otsego Engineering Manual, 2003 Update City of Otsego Zoning and Subdivision Ordinances, 10/14/02 2/10/100 -Year Stormwater Quality and Quantity Management Plan, 6/26/03, by Sathre- Bergquist, Inc. TITLE SHEET 1. Remeve StFay 6eRteUF elevatiens. Completed 2. A legend sheuld be plaeed in the plan set. it ean eitheF be plaeed en the title sheet, Completed FINAL STREET PLAN 1. Label horizontal curves and Fight ef way widths and return radii for cul-de-sacs and turnarounds. chew bitumineus rh e , l de 2. Completed and gutter weFe labeled On the PFGfile view, but Ret plan view. Completed 4. in Bleek 3, #here-a-re-2-adjaeent letslabeled "I!". GRe of the lets sheuld be labeled L44L Completed 5 Stab,, 1 G+00 is mislabeled 11 inn. Completed 6. Show horizontal curve radii on street plan sheets. \\Ha311,Shared Docs\MunicipaMotsego2xxx\2263\ot2263RcV2-2.doc Page 3 7. Property lines shall be rounded at intersections. 8. Use updated StFeet typieal seetien whieh shews sidewalk (standaFd plate 112). Completed • Revise FninifflUM • .5-% gFade. Completed 10. Hydrants should be located 5' from BOC, even in areas that have proposed sidewalk. There is a hydrant at Sta 16+00 +/- on Raintell Avenue NE that is shown incorrectly. 11. Check vertical curves to insure that they meet or exceed minimum "k" values (K=36 for Sag and K=30 for Crest). The curve located at the intersection of 55th Street NE and Raintell Avenue NE does not meet the minimum standard "k" value for a crest vertical curve. 12. . Completed 13. Sanitapy-sewef--stubsfeF fUtUFe seF;-tee sheuld be -s ewT,-at,d-aQeted in plan view. Completed 14. The pFefile feF Raintell Avenue sheuld be Fevised se that the stationing FURS fFE)M nerth to -seer Completed FINAL SANITARY SEWER & WATERMAIN PLAN OR _ venue,.. .. distanee between wateF valves should be 8 Completed 2. On Raintell Avenue NE (profile view), the 8" WM is incorrectly labeled as 12" WM. There is a 12"x8" reducer at Sta. 13+85 +/-. 3. SanitaFy sewer stubs feF fUtUFe seFyiee should be shewn and labeled iR pFefile view. Completed 4. On MH 9, the inverts are displayed in reverse order. Invert 874.53 should be on the right side, and invert 874.63 should be on the left side. 5. Show all bends required to construct watermain underneath forcemain at Sta 15+40+1-. • On "- 8 Gheek MH leeatien and pipe Completed 7. Gheekveleeity thFebigh pipe betweeR MH 1 ° ' ,. Completed 1\Ha01%Shared Docs%Municipal\Aotsego2xxx',229-31o;2263R�-V2-2.doc Page 4 FORCEMAIN PLAN ---- Review forthcoming ---- FINAL STORM SEWER PLAN 1. Completed - .��a�aa•.a�a�.�a�..:�OaCa.aan��i►�i a-a�an��►�•....wu�n�.iai ��a`�n��iiia�iay�K�i 3. On GBMH 18, the ;.,yeFt elevat;ens „ ;.,,.,,r.eet. Completed 4. On CBMH 21CBMH 5, the pipe is drawn at the wrong elevation. Alse, the ;,,�„+ G�.�•ti , � as �-ri.Gt.�.�� -a•i.Awa.�i►��a�:n�a�riai:a�f�a�ia�a.ir�u�•a,�it_�aw.ni aic-� Jia i-�•iIT= Fawn -rTM T�a�0•�:a�sa► ��.��a�0a:..ir�uv��i��----a0�-asCaC�.aOa.i�aa0a�.i ��i.a.�i•iaiw DETAIL PLAN 1. Update all details with new Otsego details. 2. Add plates 108 (urban cul-de-sac) & 308 (chimney seal). 3. Remove "water proof MH casting and anchorage" detail. OTHER COMMENTS 1. Address comments made by Wright County regarding right-of-way, and the location of Randolph Avenue NE. SUMMARY ANDIOR RECOMMENDATION 1. Approval contingent on the above comments. \\HaCV,Shared Dcos\IAunicipaIAo:sego 2rxx`-1263\o',22E3RE-V2-2.doc ?aoe 5 ITEM 6.2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 15 September 2003 RE: Otsego — Riverwood National; Final Plat NAC FILE: 176.02 — 03.22 BACKGROUND Manley Brothers Construction has submitted construction plans and a final plat for Riverwood National (previously known as Vintage Pro Golf and Otsego Meadows), a residential and commercial golf course development to be located at the southeast corner of CSAH 39 and Kadler Avenue. The development consists of an 18 -hole championship golf course surrounded by 157 single family and townhouse residential dwellings. The development is to be served by a package sanitary sewer treatment system and common water system. The subject site is planned for rural residential uses within the area designated as the Rural Residential Preserve by the Comprehensive Plan. The property is zoned PUD, Planned Unit Development in consideration of the mixed residential and commercial elements of the project as well as the proposed utility services. A preliminary plat for the project was approved by the City Council on 8 July 2002. The final plat application is processed in accordance with Section 21-3-3 of the Subdivision Ordinance and does not require review or recommendation by the Planning Commission prior to City Council action. Exhibits: A. Site Location B. Final Plat C. Development Plan ANALYSIS Preliminary Plat Consistency. The general layout of the proposed final plat and number of dwelling units is consistent with that of the preliminary plat. The applicant must provide a summary of the single family lots showing an average lot size greater than 12,000 square feet and no lot less than 11,500 square feet. The detached townhome lots in Blocks 4, 9 and 10 are also to be revised to provide a smaller unit lot with not more than 10 feet of yard behind the buildings. This will avoid future issues with the properties being utilized more as undersized single family lots versus a townhome type dwelling. Landscape Plans. A condition of preliminary plat approval is that the applicant provides a landscape plan for the project entrances from Kadler Avenue. These plans must be submitted and are subject to review and approval by City Staff. Landscaping plans must also be provided to screen the proposed maintenance buildings from view of Kadler Avenue and 90th Street and to screen the range tees to the east. Landscape plans must also be submitted for the townhouse development sites. The landscape plan must provide for site perimeter plantings and foundation plantings, and specific plantings for the area between two driveways as no "rock gardens" will be allowed. Outlots. The final plat includes 11 outlots. Outlots A through E are established for the golf course. Outlots F, H, I and J are private driveways serving townhouse units. Outlot K is the location of the sewage treatment plant. And, Outlot G is intended to be a future extension of 92nd Street to the east plat line. The final plat should be revised to provide lot and block parcels for the turf management building, which is shown on Outlot B, and for the sewage treatment plant, as Section 21-7-4.R of the Subdivision Ordinance prohibits construction of buildings on outlots. Access. Access to the residential project is to be provided via Kadler Avenue, which the applicant is required to dedicate right-of-way for and upgrade to a rural collector street standard at their cost from CSAH 39 to 85th Street. The golf clubhouse lot is to have direct access to CSAH 39, which remains subject to approval of Wright County. Within the residential project, all of the streets accessing single family lots are to be public streets based on the 32 foot urban design section without sidewalks of the Engineering Manual. Sidewalks are not to be required as the project received preliminary plat approval prior to adoption of the current 28 foot street section design that includes sidewalks. Private drives are to be constructed to serve the townhouse units in Blocks 1, 2, 4, 9 and 10. These private drives are to be 28 foot section designs with concrete curb consistent with the Engineering Manual requirements. Fil The applicant was also to address golf cart access to the course by Lots 3-13 of Block 12 as these lots do not directly abut the golf course and no cart use will be permitted on City Streets. We would recommend that an eight foot wide trail be provided in the front yards of these lots for cart access separate from the public street. Park and Trail Dedication. No land is being dedicated to the City for public parks or trails as part of the project. As such, park and trail dedication requirements outlined by Section 21-8-17 of the Subdivision Ordinance will be paid in a cash fee in lieu of land. Section 21-8-17.M of the Subdivision Ordinance establishes that the cash fee in lieu of land is established at the time of final plat approval. This provision was included in the Subdivision Ordinance prior to approval of the applicant's preliminary plat on 8 July 2002. On 10 March 2003, the City Council approved Ordinance 2003-06 increasing the cash fee in lieu of land from $1,075 to $2,100 per residential dwelling unit and $7,000 per gross acre for commercial development based upon a detailed study of land and park development costs. As such, the residential dedication for the proposed final plat is a cash fee in lieu of land equal to $329,000.00 based on 157 dwellings. The commercial dedication will be based on the area of the clubhouse and turf management lots and not the overall golf course at $7,000.00 per gross acre. Utilities. The proposed development is to be served by a package waste water treatment plant and common water system. The developer's original proposal for on- site sewage treatment was for more of a communal septic system versus mechanical treatment. No plans were ever submitted for such a system as the applicant's effort focused on obtaining extension of municipal sanitary sewer service from the City's west waste water treatment plan. The utility systems, which are to be turned over to the City for ownership and operation after construction, are subject to MPCA permits and approval of the City Engineer. To allow for the system to be integrated with the municipal system being constructed in the west sanitary sewer service disctrict, the City Engineer is requiring a number of trunk facility upgrades to the proposed plant and collection system to be constructed by the developer. The costs for these trunk facility designs are estimated as $105,000.00 and subject to potential reimbursement if any other properties benefit. If other properties are allowed to connect to this system within a given time period, the developer would also be reimbursed the cost of construction for the original treatment plant. Easements. The final plat illustrates perimeter easements for each single family lot as well as easement over wetlands and ponding areas as required by Section 20-7-15 of the Subdivision Ordinance. All easements are subject to approval of the City Engineer. Construction Plans. Construction plans for the proposed utilities, streets, and private drives have been submitted, which are subject to approval by the Ci,Engineer. This is to include plans for upgrading of Kadler Avenue from CSAH 39 to 85 h Street as a rural collector street. 3 Development Contract. City Staff has had lengthy discussions with the applicant over the terms of the development contract during the last several months. A development contract has been drafted for the proposed development with specific language addressing the sewage treatment plant and common water utilities. Because of the issues involved with this project, the development contract is subject to review and approval of the City Council. CONCLUSION The proposed final plat is generally consistent with the Zoning and Subdivision and applicable conditions of preliminary plat approval. We recommend approval of the final plat and development contract as outlined below. A. Motion to approve the Riverwood National Final Plat and development contract subject to the following conditions: The applicant submit a summary of the single family lots demonstrating an average lot size greater than 12,000 square feet and that no lot is less than 11,500 square feet. 2. The final plat is revised to provide not more than ten feet of yard behind the detached townhomes buildings, subject to review and approval of City Staff. 3. Landscape plans for the project entrances, maintenance area, range tees, and townhouse development sites shall be submitted and are subject to approval of City Staff. 4. The final plat is revised to designate Outlot G as public right-of-way and put the maintenance area and sewage treatment plant on lots/blocks. 5. Access to CSAH 39 from Block 13 shall be subject to approval of Wright County. 6. The construction plans are revised to provide an eight foot wide trail along the front of Lots 1-13 of Block 12 for cart access to the golf course. 7. The applicant shall pay a cash fee in lieu of land to satisfy park and trail dedication requirements equal to $329,000.00 plus $7,000.00 per gross acre for the area of Block 13 and the parcel to be created for the maintenance facility. 8. All utilities, easements, grading and drainage, street, drives and construction plans are subject to review and approval of the City Engineer. 4 9. The applicant shall enter into a development agreement with the City that provides for the dedication of the sewage treatment plant, community well and related infrastructure, as well as payment of all fees and securities, subject to review by the City Attorney and approval of the City Council. 10. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Zoning Ordinance and preliminary plat approval. C. Motion to table the request. PC. 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Submitted to: Mike Robertson, Administrator cc: Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Manley Brothers Construction, Developer John Oliver & Assoc., Inc., Developer's Engineer Reviewed by: Ronald J. Wagner, P.E. William L. Morris, Jr, P.E. Shane M. Nelson, E.I.T. Date: July 24, 2003 Proposed Development: Riverwood National Street Location of Property: Part of NW'/ Section 23 & Part of W'/z Section 14, T121, R24. 244.6 ± Acres, south of CSAH 39 and east of Kadler Ave NE. Applicant: Kevin Manley 419 Ethan Drive Eagan MN, 55123 Developer: Manley Brothers Construction Owners of Record: Donald & Phyllis Greninger Russell & Sheila Greninger Milton & Loraine Shelquist Donald & Elizabeth Servin Purpose: Rezone from A-1 to PUD district Jurisdictional Agencies (but not limited to): City of Otsego, Wright County Highway Department, MN Department of Health, MPCA Permits Required (but not limited to): NPDES 'AHa0 i\Shared Docs\Municipal\Aotseoo2xxx;2246\ot2246Amand Reviewldoc Considerations: 1\Ha0 i\Shared Docs\MunicipaliAotsego2xxx\ 246\o;224SAmend Reviewldoc TABLE OF CONTENTS INFORMATION AVAILABLE COVER SHEET SANITARY SEWER & WATERMAIN PLAN STREET & STORM SEWER PLAN DETAIL SHEETS GRADING, DRAINAGE & EROSION CONTROL PLAN HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION 11Ha01`,Shared DocslfAunicipaMoisepo2x>:x'2246\ot2246.4mend ^neview3.doo ( Revisions are printed in italics and bold print INFORMATION AVAILABLE Preliminary Plat Submittal of Otsego Meadows Golf Club, dated 5/10/02, by John Oliver & Associates, Inc. Sanitary Sewer, Watermain, Storm Sewer & Street Improvements Plans for Riverwood National, 6/18/03 revision, by John Oliver & Associates, Inc. Grading, Drainage & Erosion Control Plan for Riverwood National, 6/11/03 revision, by John Oliver & Associates, Inc. Wetland Permit Narrative for Vintage Pro Gulf Club, dated 3/4/03, by Graham Environmental Services, Inc. Kadler Avenue Street Grading Plans for Riverwood National, dated 6/18/03, by John Oliver & Associates, Inc. Wastewater Treatment Plant Permit Application Report, dated March 2003 Sanitary Lift Station Plan, dated 6/19/03 Community Well & Pumphouse Plans, dated 6/19/03 and Specifications, dated April 2003 Construction Cost Estimates, dated 7/09/03 City of Otsego Engineering Manual City of Otsego Aerial Topo Maps Wright County Soil Survey National Wetland Inventory Map, 1991 \\Ha01\Shored Docs\Idwnicipal\Aotsego2rxx\.^:�246\ot2246Amend Reviewldoc COVER SHEET It would be helpful to show a smaller scale vicinity map which includes a larger portion of Otsego. SANITARY SEWER & WATERMAIN PLAN GENERAL DESIGN CONCEPT The plans, specifications and cost estimates received to date for the WINTP, Sewerage Lift Station and force main, Well and Pumphouse, gravity sewer system and water system represent the developer's improvements to meet just the limited needs of his development as if it would remain a private development and not be taken over by the City of Otsego for operation and maintenance. The City has outlined to the developer at its staff review meeting held on June 26, 2003, the municipal service concepts of design that the City would require before it would approve the development improvements and take them over for operation and maintenance. The developer's engineers were offered examples of current design of the lift station, well and pump house that the City has adopted as standards for its water and sewer systems. To date, no attempt has been initiated by the developer to comply with these standards. The basic components of the City's municipal system for this area of the west community consist of the following; SANITARY SEWER SYSTEM 1. Provide a 12" trunk sewer that provides access to the properties west of Kadler Ave. at the point of the un -named creek crossing. This 12" trunk sewer shall traverse the property generally following the creek as it flows to the eastern boundary of the plat. The upper service invert shall be elevation 916.00 and the lower invert shall be 908.00. 2. Additional access point shall be provided for the property west of the Kagan Ave. intersection with Kadler Avenue. This shall bean 8" sewer with an invert of 967.00. 3. Another access point shall be provided for the property north of the Kahl Way culdesac. This shall be an 8" sewer with an invert of 910.00. 4. A fifty (50') foot wide easement shall be provided for a future 12" trunk sewer that will cross the southeastern corner of the plat near Kahl Way. The easement shall be parallel to the creek alignment and shall be centered at 25' from the centerline of the creek. 5. The sanitary lift station shall be relocated to the termination point of the 12" trunk sewer as described in Item 1. Above. The interim 6" diameter force main from this lift station will discharge to the proposed WWTP on the developers property. A 12" diameter force main and appropriate valves shall be stubbed out to follow the general alignment of the creek flowing to the east. The developer shall provide a \\He01%Shared DocsVAunicipaMots ego2xxx\2246\ot2246Amend Reviewldoc stub out of a 12" gravity trunk line to accept flow for the remainder of the 1,300 to 1,600 acre future service area contingent with the larger creek that crosses the southeastern corner of the plat, as described in Item 4. above. This 12" stub out shall have an invert into the wet well at elevation 908.00 and shall be orientated to receive flow from the eastern direction. 6. The sanitary lift station shall be designed to provide immediate service for the 51,000 GPD plus an additional 49,000 GPD future service area. The pumps shall be designed to provide a peak flow rate of 280 GPM to the proposed WWTP. The wet well shall be increased to a 12' diameter wet well to allow for future regional service area with an ultimate peak flow rate of 2,500 GPM, WATER SYSTEM 1. The well and pumphouse are not in an acceptable location for paved access or frequent maintenance. The pump house site should be on the highest point in the project plat so hat the hydropneumatic tank could still provide some flow and pressure in the event of a 1 hour power outage. A connection for an emergency generator shall be provided. The pump house should be much like the existing Pumphouse # 2 located near the Riverpointe development and the existing WWTP #1. Full treatment of the well water with chlorination, fluoridation and poly sulfate iron sequestering shall be provided. A hydropneumatic tank with an operating capacity of 5,000 gallons, (a total volume of 7,000 gallons)is required. The pump shall be a submersible pump with mechanical soft start contacts, not VFD, 2. The well shall be drilled into the Mt. Simon aquifer, approximately 450 to 500 foot depth. The discharge line shall be 12". The well pump shall be capable of providing the TDH to deliver the water to the 70th Street elevated tower ( under construction) elevation of 1120, approximately two miles south of the project, and at the 500 GPM rate. 3. The trunk water mains shall be a 16" line on Kadler Ave, for the full frontage of the project with both a 12" and 8" connection point for the western property to connect to when it develops. The developer shall provide a 12"trunk water line traversing through the project to its eastern boundary. All other water lines shall be 8" and with 6" hydrants. WWTP 1, The initial capacity of the WWTP shall be 67,000 GPD with two SBR's on line. The room and piping shall be provided to add the third SBR to bring the total capacity up to 100,000 GPD, 2. Phosphorous removal by coagulation followed by gravity sand filters shall be provided to reduce an assumed phosphorous concentration of 4 MGL down to 1 MGL. 3. A diesel powered electric generator shall be provided within the treatment enclosure building. UHa01\Shared Docs\Municipal\Aotsegc2xxx,2246\ot224SAmend Reviewldoc 1. Provide a minimum of 0.10' fall across sanitary sewer manholes. 2. 450 bends in sanitary sewer services shall not be allowed. 3. Waterous Pacer hydrants (or approved equal) shall be installed throughout the proposed plat at maximum 500' spacing for single family low density and 300' spacing for medium-high density residential and commercial to meet City standards. Hydrants shall be equipped with tags which indicate that they are not for fire protection. No two inch hydrants are allowed. 4. Provide temporary hydrants at the end of watermain stubs for flushing purposes. 5. Redesign sanitary sewer system to provide 12" trunk sewer traversing property generally following creek east from Kadler Ave. to eastern boundary. Relocate sanitary lift station to eastern boundary south of creek (as discussed at previous staff meeting held June 26th). Inverts as marked on plans. 6. Provide three future access points for sanitary sewer from adjacent property. 7. Detail comments on well pumphouse, sanitary lift station, and waste water treatment plant designs will follow. STREET & STORM SEWER PLAN 1. Plans prepared by a registered professional engineer shall be submitted for the proposed tunnels (box culverts). 2. Storm sewer pipe shall be 15" diameter minimum. (3.04) 3. The distance pond outlet shall be located as far as possible from the pond inlet to prevent short-circuiting. (ex. Pond located northwest of 92nd Street NE / Kaiser Circle NE intersection) 4. We would recommend Outlot G be dedicated right-of-way if provisions are going to be made for 92nd Street NE to continue to the east. However, if due to concerns by adjacent property owners, the Planning Commission and/or City Council decided that 92nd Street NE should not extend to the east plat line at this time, we would suggest revising the 92nd Street NE/Kaiser Circle NE intersection to a three legged intersection. Creating Outlot G will require future City Council action to convert the property to public right-of-way. DETAIL SHEETS Standard Plate No. 200 — Only steel post markers are now allowed. \\Ha01\Shared DocsUdunicipal\Ao'.seco2xxx\2246%o12246Amend Review3.doc 2. Standard Plate No. 300 — Chimney Seals are now required. 3. Standard Plate No. 302 — Only steel post markers are now allowed. Service pipe and fittings shall be SDR 26. 4. Standard Plate No. 303 — Only steel post markers are now allowed. GRADING, DRAINAGE, & EROSION CONTROL PLAN 1. All road surface storm water must pass through a NURP pond with a skimmer structure prior to entering the creek / creek pond system. 2. The high water elevations shall be established for rear yard inlets. 1.5' of freeboard shall be provided from the established high water elevation or emergency overflow elevation. 3. 1.5' of freeboard to the lowest opening shall be provided for all structures adjacent to storm -water basins/wetlands/ponding areas with outlets. Land -locked basins require 3' of freeboard above the established high water level. 4. The 2 -yr and 10 -yr elevations shall be shown for all NURP ponds as well as the NWL and HWL. 5. The high water elevations shall be called out for all wetlands/ponding areas. 6. All cross drainage from lot to lot shall be covered under a drainage & utility easement. Revise grading or provide easements. (ex. Block 4, Lots 13-17; Block 12, Lots 2-13) 7. Existing contours shall be labeled. 8. Provide a detail for inlet protection. 9. All drainage & utility easements shall be clearly depicted on the plan. Sedimentation basins and associated storm sewer shall be covered under a drainage & utility easement. 10. Easements of a minimum of 10' shall be provided on all lot lines. (21-7-15) 11. Point discharge of stormwater onto adjoining property shall not be allowed. 12. The size and invert elevations of the Kadler Avenue NE culverts shall be depicted on the plan. 13. Bottom elevations of existing and proposed mitigated wetlands appear erroneous (too deep). Approval of grading plan will be conditional upon DNR & LGU approval of the wetland mitigation plan. TEP meetings have been held and the LGU (City) will be sending out notice of wetland determination for 15 -day appeal period. \\Ha31\Shared Docs\Municipat\Aotsegc2xxx\2246\ot2246Amend neview3.doc HYDROLOGY 1. We have received the Drainage Report and are in the process of reviewing it. We will incorporate the proposed data into a model of the upstream drainage area. Results and any comments will be forthcoming. OTHER CONSIDERATIONS The storm sewer sizing and inlet spread computations have been received and we are in the process of reviewing them. Results and any comments will be forthcoming SUMMARY AND/OR RECOMMENDATION \\Ha21\Shared Docs\I✓unicipaMotsegc2xxx\2246\ot2246.4mend Review3.doc September 2, 2003 Dale Cambell John Oliver & Associates, Inc. 580 Dodge Avenue Elk River, MN 55330 Re: Riverwood National Kadler Avenue Construction Plan Review Dear Mr. Cambell: We have reviewed the Kadler Avenue Construction Plans, dated 6/18/03, and would offer the following comments: The typical sections incorrectly depict 106' of total ROW. The correct ROW shall be depicted. 2. Minimum vertical curve lengths shall be per Mn/DOT guidelines for a 45 mph design speed. We realize that at the vertical curve at station 57+50 it will be difficult to match driveways, but a 30 mph minimum curve must be implemented with appropriate signing. We suggest lowering the PVI approximately 1' and sliding approximately 25' to the north. More specifically, the length of the curve needs to be increased from 290 feet to 320 feet. 3. Kadler Avenue NE run-off shall be directed into a sedimentation basin before being allowed to enter the natural drainage system. 4. From station 48+50 to station 50+50, avoid impacting the trees on the adjacent property to the east. 5. It appears that the abbreviation "CMP" is missing from note 3. 6. The sheet reference for the page break on sheet 2 of 20 refers to "see sheet 3". It should read, "see sheet 4". A ditch system shall be used to convey the stormwater. The contours/cross-sections do not correctly depict this in many locations. It appears that the template used for the road section does not correctly depict a ditch section in some locations (where the existing ground adjacent to the road is lower than 2.5' below the roadway) and some manual editing of the contours will be required. In many cases the cross sections indicate the locations where a defined ditch is not present. The developer will be responsible for obtaining the temporary construction easements shown. \\Ha01\Shared Docs'd\4unicipal`LAotsego2xxxL246\ot2246KadlerRNna,2.doc Mr. Dale Cambell Page 2 of 2 9. An existing 30" CMP culvert is shown in the profile on sheet 7 with an invert elevation of approximately 917. Please verify. 10. We are in the process of modeling the watershed to determine the required size of the Kadler Avenue NE cross culverts. 11. Overall, it is somewhat difficult to differentiate between proposed and existing contours. Consider using a lighter pen for existing contours. Also, please label the proposed contours with elevations. If you have further questions, need additional information, or wish to discuss any of these items in greater detail please contact me, or Mr. Shane Nelson, at 763-427-5860. Sincerely, HAKANSON ANDERSON ASSOCIATES, INC. Ronald J. Wagner, P.E. cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Manley Brothers Construction \\Ha01`,Shared Docs',Municipal\Aotsego2xxx'2246\ot2246KadlerRNrNcldoc on 1 _ ]Developer Builds and Pays for Only Development Needs - Disregard Future City Needs Or Conequences Plant 50690 gpd Est. Cost of Dev. Est. Cost of Dev.Planl 274 gpd/REC Trunk SAC Fee $1,500,000 185 REC's $270,000 $8,108 SAC Dev. Plant Fee/REC $8,108 SAC Dev. Plant Fee/REC $1,459 SAC Dev. Trunk FeefREC $759,425 Est. Cost of Dev. Est. Cost of Dev. 12 Dev. $755,638 Trunk WAC Fee for Dev. Trunk & Plant 1/2 Dev. $635,000 $13,000 per REC $2,050 per REC $3,432 WAC Dev. Trunk Fee/REC or $3,900 above West jUptlon Z IDeveloper Builds to Development Needs & City Future Needs and Pays Proportionally for Future City Plant & Tower City SAC Fee $6,100 City SAC Trunk Fee $2,745 City WAC Fee $3,000 City WAC Trunk Fee $2,250 $9,100 $4,995 use $5,000 Credits Dev. SAC Trunk Credit $105,000 Dev. WAC Trunk Credit $67,225 City SAC Rant Fee $3,355 City WAC Water Tower Fee $750 $4,105 use $4,100 Developer Pays Full Total Future Plant Cast Developer Pays For $2,000,000 185 REC's SAC & WAC • Credits $1,511,275 $8,108 SAC Dev. Plant Fee/REC SAC Plant & WAC Tower $759,425 Cost to Update Plant 12 Dev. $755,638 $4,550 per REC 1/2 Dev. $379,713 $2,050 per REC 111 Builder $755,638 $4,550 per REC 12 Builder $379,713 $2,050 per REC Developer & Builder Cost / REC = $22,100 per REC Developer & Builder Cost I REC = $17,100 per REC Option 3 IDeveioper Builds to Development Needs & City Future Needs and Development Residents and/or City Taxpayers Pay for Future City Plant & Tower Devloper Builds Plant at $13,0001 REC and builds City Trunk at an addition cost a # of WAC RECs needed By Dev. B to Reimburse Dev.A 38.25 39 # of SAC RECs needed By Dev. B to Reimburse Dev.A 29.88 30 $172,225 which may be reimbursed over the next 20 years by benefitted properties Total Cost to Dev. B not including any Appurtenance or Easements to reach Dev. A Plant or Easements to reach Dev. A Plant Option 4 IDeveloper Builds to Development Needs & City Future Needs and Development Residents Pay Monthly Surcharge for 15 Yrs for Future City Plant & Tower City Raises Monthly Water and Sewer Charges to Pay for Future City Plant Exp and Water Tower and uses Option 2 SAC Monthly increase if over 15 years $18.64 WAC Monthly increase if over 15 years $4.17 Total Monthly Inc. $22.81 Total Collected $759,425 and interest cancel each other out Initial Dev. Plant Cost Total Future Plant Cast $1,500,000 Dev. A Cost $2,000,000 185 REC's 370 REC's $8,108 SAC Dev. Plant Fee/REC $5,405 SAC Dev. Plant Fee/REC Cost to Update Plant $500,000 Dev. B Cost Cost of Initial Plant/ (# of Total REGI (# of Total REC-# of Initial REC) = Payment toward Dev. A from Dev. B $750,000 Cost to Dev. A for Sewer & Water Cost to Dev. 8 for Initial Plant & Update to Plant H Dev. B doubles plant size $1,250,000 $1,655,000 $8,146 SAC Dev. Plant Fee/REC Cost to Dev. B for Trunk completed by Dev. A $172,225 # of WAC RECs needed By Dev. B to Reimburse Dev.A 38.25 39 # of SAC RECs needed By Dev. B to Reimburse Dev.A 29.88 30 Dev. B to Reimburse Dev] 29.88 30 Total Cost to Dev. B not including any Appurtenance Total Cost to Dev. B not including any Appurtenance or Easements to reach Dev. A Plant or Easements to reach Dev. A Plant $1,422,225 $948,541 $7,698 SAC Dev. B Rant Fee/REC Initial Dev. Plant Cost - Total Future Plant Cost $1,500,000 Dev. A Cost $1,750,000 185 REC's 285 REC's $8,108 SAC Dev. Plant Fee/REC $6,140 SAC Dev. Plant Fee/REC Cost to Update Plant $250,000 Dev. B Cost Cost of Initial Plant/ (# of Total RED (# of Total REC-# of Initial REC) = Payment toward Dev. A from Dev. B $526.316 Cost to Dev. A for Sewer & Water Cost to Dev. B for Initial Plant & Update to Plant if Dev. B adds 100 REC to plant size $776,316 $1,878,684 $10,155 SAC Dev. Plant Fee/REC Cost to Dev. B for Trunk completed by Dev. A $172,225 # of WAC RECs needed By Dev. B to Reimburse Dev.A 38.25 39 # of SAC RECs needed By Dev. B to Reimburse Dev] 29.88 30 Total Cost to Dev. B not including any Appurtenance or Easements to reach Dev. A Plant $948,541 $9,485 SAC Dev. B Plant Fee/REC Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe-- David R. Wendorf Also licensed in Dlinoir "also licensed in California September 16, 2003 City Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Elk River, MN 55330 CO URI & MACAR THUR Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-030 (763) 497-1930 (763) 497-2599 (FAA) coutiandmacarthur@pobox.com RE: Riverwood National- Developer Agreement Provisions Related to Sanitary Sewer and Water Service Dear Council Members: Attached please find proposed provisions of the Developer's Agreement between the City and Riverwood National relative to the proposed final Plat of their golf course and residential properties development. The Preliminary Plat for this development was approved by the City Council a little more than a year ago. The Preliminary Plat was extended by the council and a final plat application was submitted earlier this summer. As you will recall, the original Council approval was that the Plat could be served with a separate wastewater treatment facility. The Developer approached the Council late last year regarding the possibility of extending the west Sanitary Sewer service district in order to serve the subdivision. This request was rejected by the Council. The Developer thereafter pursued a package plant and went through the process of applying for and receiving a discharge permit for the facility up to approximately 50,000 gallons per day. This discharge would basically serve the proposed approximately 185 RECs that would result from full residential and commercial build out of the Plat. Discussions were held with the Developer regarding the status of the wastewater treatment plant, possible expansion of the plant and the water system. The first issue was ownership. It was determined by the City, and agreed to by the Developer, that the plant should ultimately be turned over to the City. This would relieve the Developer of the responsibility of entering into some long term arrangement in order to operate and Letter to Otsego City Council September 16, 2003 Page 2 maintain the plant. This would allow the City to operate the plant as a part of the municipal system and possibly expand the plant if necessary. The next issue was over sizing required within the Plat. It is the position of the City staff that it is a condition of being allowed to proceed outside of the established sewer district that the utilities be constructed and located so as to be able to be integrated to the overall City system in the future. It is apparently the Developer's position that they should not be required to oversize, that they should only be required to build that which would serve the Plat. It is my understanding that the Developer will present this question to the City Council at the time of final plat approval. The proposed developer's Agreement addresses the issue of reimbursement of over sizing and for a portion of the cost of the original plant. Under the formula contained in the agreement, over sizing costs for sanitary sewer and water would be reimbursed to the Developer from any additional party hooking up to the facilities. The rate of reimbursement is related to the portion of each individual SAC and WAC charge relates to trunk facilities, as distinguished from those portions related to the treatment plant or water tower. Based upon this formula, the Developer could receive full reimbursement for over sizing costs with the addition of approximately 40 additional REC units utilizing the Plat facilities. Reimbursement for the original plant is based upon a formula which divides the cost of the original plat by a ratio of new RECs created by any increase in the original plant capacity as measured in RECs. Under this scenario, if another party received permission from the City to hook up to the plant, that party would have to pay any costs of plant expansion, the cost of the lines to the plant, and would have to reimburse Developer for initial over sizing costs incurred in construction of the Plat as well as apportion of the original plant. The Developer's Agreement also requires the developer to operate the plant until such time as a minimum flow amount is achieved. As per the advice of the City Engineer, this time period is the period of low flow when the majority of difficulties in running the plant often occur. Once the minimum flow is reached, the Plant and water system will be turned over to the City and thereafter will be run as apart of the overall City utilities. The Developer is required to have the plant operated by a licensed operator approved by the City during the interim period. I have enclosed that portion of the proposed Developer's Agreement with this letter which outlines the sewer and water portions of the Developer's Agreement. Other items related to this Plat will be handled the same as any other development. Letter to Otsego City Council September 16, 2003 Page 3 I will be available to answer questions at the regularly scheduled City Council meeting on Monday evening. Very tru"urs, n ew J. cArthu OURI CARTHUR Encl. Cc: Dan Licht, NAC Ron Wagner, Hakanson Anderson Linda Fisher, Larkin Hoffman REVISIONS TO DEVELOPER'S AGREEMENT- RIVERWOOD NATIONAL Proposed Revision of No. 4, relative to extension of Preliminary Plat for a five year period: No. 4. Changes in Official Controls. RIVERWOOD NATIONAL is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3c, and no amendment to the City's Comprehensive Plan or official controls shall apply to or effect the use, development density, lot size, lot layout or platting requirements for future phases of RIVERWOOD NATIONAL for a period of five years. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by State law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Agreement. This provision does not apply to regulations or official controls related to park and trail dedication or any fee established by the City chargeable to the Developer for municipal costs arising from said future phases. Proposed Revision of No.5, relative to Sanitary sewer services: No. 5. Sanitary Sewer Service. Sanitary sewer service for the Plat will be provided through a wastewater treatment facility to be constructed by Developer and turned over to the City after construction is complete and the facility has achieved an average daily flow of 13,000 gallons per day ("minimum flow"). At the time that minimum flow is achieved, the wastewater treatment facility and all related facilities necessary for its operation and all land and easements necessary for future operation and expansion of the facility as well as all easements necessary for eventual integration of the Plat with the City's municipal wastewater treatment system will be conveyed to the City. The wastewater treatment facility and all related operations shall thereafter be owned, maintained and operated by the City. The facility will be constructed as per plans approved by the City engineer and will not be accepted by the City until construction is approved by the City Engineer. At the time that minimum flow is achieved Developer shall also transfer to the City any and all discharge permits for the facility. Any and all warranties on the sanitary sewer facility and related equipment shall also be transferred to the City at the time that the facility reaches minimum flow. During the interim period the wastewater treatment facility shall be operated by Developer. Developer shall contract with a properly licensed operator, as approved by the City, for interim operation of the facility. Upon request of the City, Developer shall provide periodic reports on facility operation. Billing services during this period will be provided by the City through Wright- Hennepin at a usage rate to be determine by the City Engineer. The actual cost of billing services through Wright- Hennepin shall be billed to the Developer at the same rate paid by the City. Developer shall fully indemnify and hold harmless the City from any cause of action or claim related to or arising from operation, maintenance and use of the wastewater treatment facility and appurtenances controlled by Developer during the interim period. Upon construction of the facility and approval of the same by the City Engineer, Developer shall be entitled to sanitary sewer service to all properties approved for construction within the Plat up to the initial capacity of the facility. No City Sewer Availability Charges (SAC) will be applied to any property approved within the Plat. No sanitary sewer service shall be provided outside of the Plat without consent of the City. All costs related to the wastewater treatment facility, environmental review and permitting are solely the responsibility of the Developer. The property to be conveyed at the time that minimum flow is achieved are as follows: See Exhibit Developer shall construct trunk sanitary sewer facilities which may benefit other properties in the future. The cost of these trunk facilities is estimated to be $105,000.00. Developer is entitled to reimbursement for these trunk facilities as well as portions of the original plant constructed in the event that other users are hooked up to the facilities. The reimbursement will be through payment by the City to Developer of a portion of SAC charges actually received. Developer's reimbursement for sanitary sewer trunk facilities ($105,000.00) shall be reimbursed at the time that additional development is hooked up to the facility. Sanitary sewer trunk charges shall be reimbursed to Developer at the rate of $2,745.00 for each REC unit hooked up to the facility, up to the actual cost of sanitary sewer trunk lines constructed by Developer, estimated to be $105,000.00. In addition to reimbursement for trunk facilities constructed, Developer shall be reimbursed for a portion of the original cost of the wastewater treatment facility upon hookup to the facility by a City approved user. Said reimbursement will be based upon the following formula: Cost of the initial plant divided by the result of the total number of RECs available from the expanded plant divided by the total number of RECs available from the expanded plant minus the number of RECs available from the initial plant equals the amount of reimbursement due Developer from Developer B who has been approved to hookup to the facilities [Cost of Initial Plant/ (#of Total RECs - #of Initial RECs) = Payment to Developer from Developer B]. 2 Any reimbursement money received by City will be paid to Developer pursuant to the formula above within thirty days from the date of actual receipt of the funds. The City's obligation to make such payments shall last for twenty years from the date of execution of this Agreement, or upon integration of the wastewater treatment facility with the overall Municipal System, whichever occurs first. The right to receive such payments belongs only to Developer, and may not be assigned without consent of the City. Proposed revision of No. 6, relative to water service: 6. Water Service. Water service for the Plat will be provided through a well, pumphouse, hydro pneumatic tank and other related facilities to be constructed by Developer and turned over to the City at the same time as the wastewater treatment facility is turned over to the City pursuant to No. 5 above. The water facilities will be owned, operated and maintained by the City after transfer. The facilities will be constructed to municipal standards per plans reviewed and approved by the City Engineer. Any required permits for the facilities shall also be transferred to the City. Any and all warranties on the facilities shall also be transferred to the City. All costs related to facility plans, plan approval, construction and construction observation shall be borne by Developer. During the interim period the water system shall be operated by Developer. Developer shall contract with a properly licensed operator, as approved by the City, for interim operation of the facilities. Upon request of the City, Developer shall provide periodic reports on facility operation. Billing services during this period will be provided by the City through Wright -Hennepin at a usage rate to be determined by the City Engineer. The actual cost of billing services through Wright- Hennepin shall be billed to Developer at the same rate paid by the City. Developer shall fully indemnify and hold harmless the City from any cause of action or claim related to or arising from operation, maintenance and use of the water facilities and appurtenances controlled by developer during the interim period. Upon construction of the facilities, Developer shall be entitled to water service to all properties approved for construction within the Plat. Developer shall pay no City Water Availability (WAC) charges. No water service shall be provided outside of the Plat without consent of the City. Developer shall construct trunk water facilities which may benefit other properties in the future. The cost of these trunk facilities is estimated to be $67,225.00. Developer is entitled to reimbursement for these trunk facilities in the event that other users are hooked up to the facilities. The reimbursement will be through payment by City to Developer of a portion of WAC charges actually received. Developer's reimbursement 3 for water trunk facilities (estimated to be $67,225.00) will occur at the time that additional development is hooked up to the trunk facilities. Water service trunk charges shall be reimbursed to Developer at the rate of $2,250.00 for each REC unit hooked up to the trunk facilities up to the actual cost of water trunk facilities constructed by Developer, estimated to be $67,225.00. Any reimbursement money received by the City will be paid to Developer pursuant to the above within thirty days from the date of actual receipt of funds. The City's obligation to make such payments shall last for twenty years from the date of execution of this Agreement or upon integration of the water facilities with the overall Municipal System, whichever occurs first. The right to receive said payments belongs only to Developer, and may not be assigned without consent of the City. RECEIVED SEP 0 9 2003 Noo -r zI-G7 406 MAIN STREET, ELK RIVER, MN 55330 September 8, 2003 Mr. Ron Wagner Hakanson Anderson Associates, Inc. 3601 Thurston Avenue Suite 101 Anoka, MN 55303 Re: Sewer Line to Site I am writing to request that the city of Otsego conduct a feasibility study to determine the best route for a sewer line to service the " Rolling Meadows" project located east of Highway 101 on the Bobendrier property. Please let me know if I can help in this task. If you have an estimate of the cost for this study, or require a retainer, please advise me. Thank you for the time you and other city staff members have spent on this project. We at Suburban Land hope that the city's goals and our own will both be met. Since we are locally based, we have an interest in Otsego's business and residential future. Sincerely, Victor Pacheco CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. RESOLUTION ORDERING PREPARATION OF REPORT ON IMPROVEMENTS - TRUNK WATER MAIN AND TRUNK SANITARY SEWER EXTENSION IMPROVEMENT TO SERVE THE E 1/ OF THE SW 1/ OF SECTION 35, T121N, R23W (BOBENDRIER PROPERTY) WHEREAS, a request has been made by a Developer (Suburban Land Development and Design, Inc.) for the City to construct trunk water main and trunk sanitary sewer extension improvement to serve the E % of the SW 1/. of Section 35, T121N, R23W (Bobendrier Property); and WHEREAS, the benefited properties would either pay for their portion of the cost of the improvement by Agreement, or would be assessed for their portion of the cost of the improvements, pursuant to Minnesota Statutes, Chapter 429. NOW THEREFORE, BE IT RESOLVED BY THE OTSEGO CITY COUNCIL, WRIGHT COUNTY, MINNESOTA as follows: That the proposed improvement be referred to the City Engineers, Hakanson, Anderson & Associates, Inc. for study and they are instructed to report to the Council with all convenient speed advising the council in a preliminary way as to whether it should best be made as proposed or in connection with some other improvement, and the estimated cost of the improvement as recommended. ADOPTED by the Otsego City Council this 22nd day of September, 2003. OPPOSED: Larry Fournier, Mayor Judy Hudson, City Clerk RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a Council request on March 12, 2001, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the Lefebvre Creek Improvement Project, C.O.P. No. 03-09; 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 September 22, 2003, 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 9, 2003, 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 G:\Municipal\AOTSEGO\420\ot420resAppPlansOrdAd.doc ITF_M 10_1_ MEMO Date: September 17, 2003 To: Mayor & Council From: City Administrator Mike Robertson Re: New Phone System As we discussed during the budget meetings, City staff has been exploring the cost of obtaining a new phone system. This new phone system is needed because of the current and future expansions planned for City Hall, primarily in the building department. We are close to the maximum we can get from the current phone system. We had budgeted $20,000 for the new phone system in the preliminary 2004 budget. We have reviewed several systems, and we have been offered a lease at $4,800.00 a year for five years from the system that best seems to fit our needs. We are asking the Council to order the new phone system in 2003. This would be paid for from the Building Department budget as their expansion is the primary cause for upgrading the phone system. The sales representative has offered to delay the first lease payment until 2004 if we wish. CITY OF OTSEGO 8899 Nashua Avenue NE Otsego, MN 55330 ITIF= M 11_7_ Page 1 of 3 APPLICATION! FOR LICENSE On -Sale Intoxicating Liquor License On -Sale Sunday Liquor License On -Sale Wine _� Off -Sale Liquor License On -Sale 3.2 Malt Liquor License Off -Sale 3.2 Beer License Workers Compensation Insurance Company Po[icy# LICENSEE'S SALES & USE TAX ID # L To apply for sales tax umber, call 651-296-6181 or 1-800-657-3777 Applicant's name (Business, partnership, corporation) DOB Social Security # DBA or trade name /11,"A T V , -V6 W,3--_3t//43S_3 763 7Y/-3� License address Business phone Applicant's home phone city County 9tate Zip Code License Period From 'v To ZG10 Give name, residence, title and date of birth for all partners, or the officers and directors of a corporation. Also, state the partnership interest of each partner and for a corporation the percent of stock held by each officer. Name Social Security # Title DOB Percent stock or partnership interest —1 it V Ll :&- �4d 6z Address City Name Social Security # i � - b Yet tv- Address —�, 35 -1. - Name Social Security # Address City State DOB Percent stock or partnership interest Title v ' DOB City State Percent stock or partnership interest State Date of incorporation State of incorporation Certificate Number Is corporation authorized to do business in Minnesota? 1n t �i Yes (N Purpose of corporation If a subsidiary of another corporation, give name and address of parent corporation 1. Describe premises to be licensed (location, facilities). Floor establishment is located on Seating capacity Hours food will be available Number of people restaurant employs Number of months per year establishment will be open Name of manager Application for Liquor License Page 2 of 3 2. If this establishment is in conjunction with any other business (resort, etc.), describe business1L-A r,-, i ::1S +(I -A —� 3. Has applicant, partnLts, officers or employees ever had any Liquor Law violations in Mimes= or elsewhere, including State Liquor Control Penalties? Yes L,"' No If yes, give date, charges and futal outcome. 4. Is the applicant or any partner, officer, director, agent, employee, or anyone having an interest in relation to this application a member of the City Council in which the license will be issued? Yes 1'—NO If yes, in what capacity? (if the applicant for this license or any of the associates is the spouse of a member of the goveming body or where a family relationship exists, the member shall not vote on this application.) (PS 9015-94) _Yes V No 5. Have the applicants any interest, directly or indirectly, in any other liquor establishment in the city issuing this license? If yes, give the name and address of the establishment. Yes No 6. During the past license year, has a summons been issued under the Liquor Civil Liability Law --Z (Dram Shop) M.S. 340A.802. If yes, attach a copy of the summons. Yes V No 7. Will you serve liquor on Sunday? Amount of Sunday License Fee. I certify that 1 have read the above questions and that the answers ar A�andrrect to the best of my knowledl Name nfnnnu—t t -i N The License must have one of the following: Intoxicating Liquor License Check One ✓ A Liquor Liability Insurance (Dram Shop) - S 1,000,000 per person; S 1,500,000 more than one person; S 100,000 property Destruction; S100,000 for loss of means of support. ATTACH "CERTIFICATE OF INSURANCE" TO THIS FORM. or _B. A Surety bond from a surety company with minimum coverage as specified above in A. or _C. A certificate of the State Treasurer that the licensee has deposited with the State Treasurer 51,500,000.00 in cash or securities which may legally be purchased by savings banks or for trust funds having a market value of 1.5 million dollars. 3.2 Liquor License Check One _A. Liquor Liability Insurance (Dram Shop) - S50,000 per person; S100,000 more than one person; S 10,000 property Destruction; 550,000 and 5100,000 for loss of means of support. ATTACH "CERTIFICATE OF INSURANCE" TO THIS FORM. or _B. A Surety bond from a surety company with minimum coverage as specified above in A. or _C. A certificate from the State Treasurer that the licensee has deposited with the State Treasurer S 100,000.00 in cash or securities which may legally be purchased by savings banks or for trust funds having a market value of S 100,000.00. Page 3 of 3 REPORT BY SHERIFF I certify that to the best of my knowledge, the applicants named above have not been convicted within the last five years for any felony or violation of State law or municipal ordinance relating to the sale of liquor, except as follows: Signature Shnwt County U Date If you have any questions concerning these recommendations or require additional information, please feel free to contact me.