The URL can be used to link to this page

10-13-03 CCCLAIMS LIST CITY COUNCIL MEETING OCTOBER 13, 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 09-24-2003 $ 69,350.00 EASEMENT PAY Approved contract payments 09-25-2003 $ 121,630.18 10-09-2003 $ 212,882.14 GRAND TOTAL $ 403,862.32 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 10/09/03 9:33 AM Page 1 *Check Summary Register© OCTOBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABC ARROW BLDG CNTR $24.96 POWER UNIT UnPaid AIRGAS, INC. $21.02 ACET/HAZMAT/OXYGEN UnPaid ARROW TERMINAL LLC $116.01 LAMP/WIRE UnPaid BERLIN TIRE CENTER, INC $22.45 FLAT REPAIR/02 PICK UP UnPaid BOISE CASCADE OFFICE PROD $43.98 OFFICE SUPPLIES UnPaid BONESTROO ROSENE ANDERLI $28,499.93 WWTP EXP EAST Unpaid BREZE INDUSTRIES $25.50 GRADE 5 HEX BOLTS UnPaid CARLSON TRACTOR & EQUIP. C $8.74 SEAL - 75 FORD TRACTOR UnPaid CHARTER COMMUNICATIONS $99.95 SERVICE - OCT UnPaid CROW RIVER FARM EQUIPMEN $531.43 MISC SUPPLIES UnPaid DAVID CHASE $30.00 OCT CELL PHONE UnPaid DENNIS FEHN GRAVEL & EXCAV $576.64 CLASS 5 UnPaid DJ'S TOTAL HOME CENTER $207.29 MISC SUPPLIES UnPaid DON MASS $10.00 REIMBURSEMENT UnPaid ECM PUBLISHERS INC $227.74 AD FOR BID Unpaid ELK RIVER PRINTING & PARTY P $628.99 NOTARY STAMP UnPaid FINKEN'S WATER CARE $94.44 13474 95TH ST UnPaid G & K TEXTILE LEASING SYSTE $766.24 UNIFORMS UnPaid GLENS TRUCK CENTER INC $1,931.07 92 FORD TRK UnPaid GROEN GARY CPA $1,560.00 SEPT 03 UnPaid HAKANSON ANDERSON ASSOC $119,899.72 RIVERPOINTE 1 UnPaid HALLMAN OIL COMPANY $1,054.38 GAS Paid HAN'S BAKERY $69.39 COOKIES HERITAGE DAYS Paid HEARTHSTONE BUILDERS $1,000.00 7890 PARK AVE LNDSCP UnPaid HERMANSON HOMES INC $2,000.00 8380 PADGETT AVE LNDSCP UnPaid ICMA RETIREMENT TRUST $422.31 PPE 9/27 CK DTD 10/1 UnPaid J -CRAFT INC $50.59 2000 IH TRUCK UnPaid KNUTSON RICK $30.00 OCT CELL PHONE UnPaid LEFEBVRE'S CARPET $1,720.00 REMODEL UnPaid LONG & SONS $1,280.97 SEPT CLEANING UnPaid MAGNUSON TRUCK SERVICE IN $42.00 CUT FLY WHEEU92 TRK UnPaid MAMA $18.00 MIKE - 7/17/03 UnPaid MEL LANDWEHR CONSTRUCTIO $23,076.00 REMODEL UnPaid MICHAEL JOHN ROBERTSON $705.95 NC CONFERENCE REIMBURS UnPaid MIDWEST LANDSCAPES $475.00 REPLACE ROTOR & SPRAY HEADS UnPaid MINNESOTA COPY SYSTEMS $628.79 COPIER UnPaid MONTICELLO ANIMAL CONTROL $66.00 DOG PICK UP Unpaid MONTICELLO TIMES, INC $35.00 SUBSCRIPTION UnPaid NAPA OF ELK RIVER INC $4.01 86 chevy pick up UnPaid NORTHWEST ASSOC CONSULT $8,968.69 RIVERPLACE UnPaid NOTTINGHOME BUILDERS INC $1,000.00 10131 JAMES LNDSCP UnPaid PRINCIPAL FINANCIAL GROUP $756.15 ADMIN - OCT UnPaid PUBLIC EMPLOYEES RETIREME $1,529.75 PPE 9/27 CK DTD 10/1 UnPald PURCHASE POWER $35.00 ACCT ACCESS FEE UnPaid RANDY'S SANITATION $105.81 8899 NASHUA UnPaid SCHARBER & SONS $34.02 IND SPRAY/PRIMER UnPaid SOFTRONICS $3,969.11 COMPUTERS/EQUIPMENT UnPaid STEVE'S NURSERY IRRIGATION $208.00 85TH ST REPAIR UnPaid SUPERIOR LAWN & SNOW $2,953.77 CITY HALUBIKE PATHS Oaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER 'aid UNITED LABORATORIES $630.75 MISC SUPPLIES "nPaid UNITED RENTALS HIGHWAY TE $182.12 TRAFFIC CONES UnPaid UNIVERSITY OF MINNESOTA $200.00 TIM - ONSITE SEWER PROG UnPaid UNLIMITED ELECTRIC INC $2,111.71 REMODEL UnPaid WRIGHT COUNTY AUDITOR -TRE $432.50 R118-010-077100 UnPaid WRIGHT COUNTY RECORDER $50.00 RECORDING - SWENSON CUP UnPaid XCEL ENERGY $97.66 RIVERPOINTE STREET LIIGHTS CITY OF OTSEGO 10/09/03 9:33 AM Page 2 *Check Summary Register© OCTOBER 2003 Name Check Date Check Amt UnPaid ZIEGLER CONSTRUCTION CO IN $1,000.00 13871 88TH CRT LNDSCP UnPaid ZIEGLER INC $400.78 CAT LOADER Total Checks $212,882.14 FILTER: None CITY OF OTSEGO 10/09/03 9:38 AM Page 1 *Check Detail Register© OCTOBER 2003 E 101-43100-320 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ABC ARROW - E 101-43100-220 Repair/Maint Supply (GENERAL) $24.96 71476 POWER UNIT DENNIS FEHN GRAVEL & EXCAVAT!'-�'�"`"'� Total ABC ARROW BLDG CNTR $24.96 Unpaid AIRGAS, INC. ------ 11490 E 101-43100-210 Operating Supplies (GENERAL) $21.02 105303248 ACET/HAZMAT/OXYGEN FEHN GRAVEL & EXCAVAT Total AIRGAS, INC. $21,02 Unpaid�y�� OW TERMINAL LLC TOTAL HOME CENTER E 101-43100-203 Supplies - General $116.01 18715 LAMPIWIRE Total ARROW TERMINAL LLC $116.01 E 101-43100-203 Supplies - General +--- 718964 E 101-43100-220 Repair/Maint Supply (GENERAL) $22.45 2790016065 FLAT REPAIR/02 PICK UP Repair/Maint Supply (GENERAL) Total BERLIN TIRE CENTER, INC $22.45 722030 Unpaid,_BOISE CASCADE Supplies - General $21.65 E 101-41400-201 Office Supplies $43.98 666274 OFFICE SUPPLIES E 101-43100-203 Total BOISE CASCADE OFFICE PRODUCTS $43.98 $4.78 Unpaid DRILL BIT Supplies - General E 429-43256-302 Engineering Fees $287.50 101938 E WWTP III MISC SUPPLIES E 415-43251-302 Engineering Fees $1,842.12 101939 WWTP EXP EAST $18.26 E 430-43256-302 Engineering Fees $26,370.31 102135 WEST WWTP Total BONESTROO ROSENE ANDERLIK $28,499.93 REZEINDUSTRIES,,....,...�.�...._..�.,..�.._.�,.T_._-___._.._.._.._.�..._,.,_...._....____...._.n_._._... E101-43100-220 Repair/Maint Supply (GENERAL) $25.50 16039 GRADE 5 HEX BOLTS Total BREZE INDUSTRIES $25.50 Unpaid CARLSON TRACTOR & EQUIP. CO. E 101-43100-220 Repair/Maint Supply (GENERAL) $9.61 2011089 SEAL - 75 FORD TRACTOR E 101-43100-220 Repair/Maint Supply (GENERAL) ($0.87) 2011091 CREDIT Total CARLSON TRACTOR & EQUIP. CO. $8.74 Unpaid�� CHARTER COMMUNICATIONSw._ E 101-41400-390 Contracted Services $99.95 SERVICE - OCT Total CHARTER COMMUNICATIONS $99.95 OW RIVER FARM EQUIPMENT_ - E 101-43100-220 Repair/Maint Supply (GENERAL) $531.43 100155 MISC SUPPLIES Total CROW RIVER FARM EQUIPMENT $531.43 E 101-43100-320 Telephone $30.00 OCT CELL PHONE Total DAVID CHASE $30.00 Unpaid DENNIS FEHN GRAVEL & EXCAVAT!'-�'�"`"'� E 101-43100-370 Sand andGravel $576.64 11490 CLASS 5 Total DENNIS FEHN GRAVEL & EXCAVAT $576.64 TOTAL HOME CENTER E 101-43100-203 Supplies - General $53.23 718964 MISC SUPPLIES E 101-43100-220 Repair/Maint Supply (GENERAL) $52.81 722030 SAFETY EQUIPMENT E 101-43100-203 Supplies - General $21.65 723577 MISC SUPPLIES E 101-43100-203 Supplies - General $4.78 723587 DRILL BIT E 101-43100-203 Supplies - General $14.14 723924 MISC SUPPLIES E 101-43100-220 Repair/Maint Supply (GENERAL) $18.26 723937 SAFETY EQUIPMENT CITY OF OTSEGO 10/09/03 9:38 AM Page 2 *Check Detail Register© OCTOBER 2003 Unpaid._.�....._,�....�.......�._..._...._..�,.r�.=_DON MASS E 101-43100-220 Repair/Maint Supply (GENERAL) $10.00 REIMBURSEMENT Total DON MASS $10.00 Unpaid --- - ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) Total ECM PUBLISHERS INC $61.55 153949 OTSEGO ELEM. SCHOOL $76.94 153950 AD FOR BID $89.25 154366 AD FOR BID $227.74 PRINTING & PARTY PLU E 101-41400-203 Check Amt Invoice Comment E 101-43100-203 Supplies - General $29.59 724431 MISC SUPPLIES E 101-43100-203 Supplies - General $3.71 724523 FASTENERS E 101-43100-203 Supplies - General $9.12 727867 BATTERIES Total DJ'S TOTAL HOME CENTER $207.29 3522 STAMP PADS/BLDG DEPT Unpaid._.�....._,�....�.......�._..._...._..�,.r�.=_DON MASS E 101-43100-220 Repair/Maint Supply (GENERAL) $10.00 REIMBURSEMENT Total DON MASS $10.00 Unpaid --- - ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) Total ECM PUBLISHERS INC $61.55 153949 OTSEGO ELEM. SCHOOL $76.94 153950 AD FOR BID $89.25 154366 AD FOR BID $227.74 PRINTING & PARTY PLU E 101-41400-203 Supplies - General $45.74 18147 NOTARY STAMP E 250-42410-201 Office Supplies $151.23 18189 PERMIT FORMS E 250-42410-201 Office Supplies $426.48 18199 STAMPS/BLDG DEPT E 250-42410-201 Office Supplies $5.54 3522 STAMP PADS/BLDG DEPT Total ELK RIVER PRINTING & PARTY PLU $628.99 UNIFORMS $766.24 Unpaid -_-.r.,..,--"' FINKEN'S WATER CARE......_M.._..__ E 101-41950-310 Miscellaneous $29.82 13620 90TH ST E 101-43100-310 Miscellaneous $10.12 13474 95TH ST E 101-41940-390 Contracted Services $54.50 CITY HALL Total FINKEN'S WATER CARE $94.44 Unpaid G & KTEXTILE LEASING SYSTEM�*�~_ E 101-41400-390 Contracted Services E 101-43100-225 Uniforms E 101-43100-225 Uniforms E 101-41400-390 Contracted Services E 101-43100-225 Uniforms E 101-43100-225 Uniforms E 101-41400-390 Contracted Services E 101-43100-225 Uniforms Total G & K TEXTILE LEASING SYSTEM $85.53 43316798 MATS $108.33 43316799 UNIFORMS $83.04 43321662 UNIFORMS $85.53 43326554 MATS $115.88 43326555 UNIFORMS $72.32 43331437 UNIFORMS $105.17 43336339 MATS $110.44 43336340 UNIFORMS $766.24 E 101-43100-220 Repair/Maint Supply (GENERAL) Unpaid - GLENS TRUCK CENTER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $1,372.59 1232580010 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $419.30 1232590047 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $46.89 1232590049 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $19.80 1232610039 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $21.15 1232660047 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $9.85 1232690039 92 FORD TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $41.49 1232730063 75 TRACTOR Total GLENS TRUCK CENTER INC $1,931.07 E 101-41600-390 Contracted Services $1,560.00_ SEPT 03 Total GROEN GARY CPA $1,560.00 laid HAKANSON ANDERSON ASSOC INC E 101-41560-302 Engineering Fees $28.33 8847 MSAA E 434-43100-302 Engineering Fees $460.71 8848 85TH ST EXT, EAST 42 E 423-43100-302 Engineering Fees $1,200.81 8849 QUADAY/91ST STREET E 423-43100-302 Engineering Fees $414.66 8850 TRAFIC SIGNAL 42/39 E 428-49400-302 Engineering Fees $6,263.55 8851 TRUNK WATERMAIN CITY OF OTSEGO 10/09/03 9:38 AM Page 3 *Check Detail Register© OCTOBER 2003 Check Amt Invoice Comment E 428-49400-302 Engineering Fees $4,664.45 8852 WEST WATER TOWER E 428-49400-302 Engineering Fees $3,241.94 8853 WELLS 4 & 5 G 701-22364 #3PUMPHOUSE WEST $4,806.34 8854 PUMP HOUSE E 430-43256-302 Engineering Fees $226.60 8856 WEST LIFT STATION G 701-22370 KC TRUNK UTIL IMP $12,981.71 8857 TRUNK WATER (KC) E 101-41560-302 Engineering Fees $1,335.00 8860 1-94 STUDY E 101-43100-302 Engineering Fees $4,158.00 8862 87TH/OBRIAN G 701-21927 O. Thompson CUP 99-18 $370.80 8863 RIVERPOINTE 1 G 701-21973 Pheasant Ridge 5th $294.15 8864 PHEAST RIDGE 5TH G 701-22315 OTSEGO MEADOWS GOLF $2,828.03 8865 RIVERWOOD NATIONAL G 701-22342 WATERFRON CONV STORE $211.65 8866 CONV STORE G 701-22349 ARBOR CREEK $13,856.32 8867 ARBOR CREEK G 701-22356 KITTR CROSS PPRZ $45.00 8868 KITTREDGE CROSSING G 701-22368 ROLLING MEADOWS $654.38 8869 ROLLING MEADOWS G 701-22366 MARTIN FARMS $261.50 8870 MARTIN FARM G 701-22380 RIVERPLACE 1ST $180.00 8871 RIVERPLACE G 701-21977 Stone Gate 2nd $45.00 8873 STONEGATE 2ND E 101-41560-302 Engineering Fees $509.10 8874 STAFF MEETING G 701-22353 PLFRM ORRIN TROMP $6,326.90 8877 PLEAST CREEK G 701-22380 RIVERPLACE 1ST $1,791.00 8878 RIVERPLACE G 701-22378 GRENINS 2ND ADD $900.00 8879 GRENINS 2ND G 701-22361 SUN RAY FARMS $1,219.88 8880 SUNRAY FARMS G 701-22377 OTSEGO WEST PP $1,362.25 8881 OTSEGO WEST E 436-43100-302 Engineering Fees $26,723.26 8882 85TH ST PROJECT E 435-43100-302 Engineering Fees $4,230.57 8883 85TH PROJECT E 430-43256-302 Engineering Fees $75.00 8885 WEST SEWER PLANT G 701-22369 DR H ZIMMER PROP $982.20 8886 ZIMMER E 435-43100-302 Engineering Fees $998.40 8887 PAGE - 85TH ST PROJECT E 101-41560-302 Engineering Fees $1,176.83 8890 MISC G 701-22371 PHEAST RIDGE 8 $2,250.13 8893 PHEAST RIDGE 8 E 203-45210-302 Engineering Fees $4,466.26 8897 SCHOOL KNOLL PARK E 203-45210-302 Engineering Fees $7,947.91 8898 PRAIRIE PARK E 101-43100-302 Engineering Fees $411.10 8899 PUBLIC WORKS Total HAKANSON ANDERSON ASSOC INC $119,899,72 Unpaid HALLMAN OIL COMPANY E 101-43100-202 Gas & Oil $660.64 48554 GAS E101-43100-202 Gas & Oil $393.74 48555 DIESEL Total HALLMAN OIL COMPANY $1,054.38 HAN'S BAKERY E 101.45300-310 Miscellaneous $69.39 1069 COOKIES HERITAGE DAYS Total HAN'S BAKERY $69.39 Unpaid HEARTHSTONE BUILDERS— E 702-41400-310 Miscellaneous $1,000.00 7890 PARK AVE LNDSCP Total HEARTHSTONE BUILDERS $1,000.00 Unpaid HERMANSON HOMES INC E 702-41400-310 Miscellaneous $1,000.00 8380 PADGETT AVE LNDSCP E 702-41400-310 Miscellaneous $1,000.00 8366 PADGETT AVE LNDSCP Total HERMANSON HOMES INC $2,000.00 .,.,.....�,....:�,._,:,.-__w.-_.,._..,.....--..,..x.,........,,, .. ipaid ,,x.,...-,.._,,.,_-:..-,..�_..._ .-...,–..--.,___._ ICMA RETIREMENT TRUST ....,._,..._._.._. G 101-21705 Other Retirement $230.00 PPE 9/27 CK DTD 10/1 E 101-41400-121 PERA $192.31 PPE 9/27 CK DTD 10/1 Total ICMA RETIREMENT TRUST $422.31 —.. r -- J -CRAFT INC ,.,.......,. 1��%��mw Page 4 �� *Check Detail Reg^ster@ OCTOBER 2003 Check Amt Invoice Comment E 101-43100-220 Repair/Maint Supply (GENERAL) $50.59 32958 2000 IH TRUCK Total J-CRAFTINC $50.59 E 101-43100'320 Telephone $30.00 OCT CELL PHONE Total KNuTmom RICK $30.00 ET Ezs04241o'sus Building Improvements $1.720.00 4506 nswoosL Total Lspsovms'aoAmpsT $1.7e0.00 E 101 -41940-203 Supplies 'General $67.78 c'roLoa/T PAPER s1o1'41s*o'nao Cleaning Services $430.41 SEPT CLEANING E1u1'41y40'ouo Cleaning Services $782.78 oARPcTe/oHA/na Total LONG Lowomaomo *1.230.e7 -__.-___--- NUSON TRUCK SERVICE INC E101431OO'22O Ropair/MointSupply (GENERAL) $42.00 78314 CUT FLY YVHEEUS2TRK Total M*omumOwTRUCK SERVICE INC $42u0 Un—paA____-____~__. E 101 -*1400'360 Education/Training/Conferences _��/��_704 MIKE 'n17ma Total MAMA $18.00 .��~---------------MEL LANDWEHR CONSTRUCTION ---'--------------- su5o'4u41o'oou Building Improvements $23.076.00 1017e REMODEL Total MEL LAmovvs*R ComoreuCT|Om $23.076.00 E 101'41400'3e0 suunaunn/TraininV/Conoonrnoeo $705.e5 NC CONFERENCE Re|wBunG Total MICHAEL JOHN noosRTSpm $705.95 Unpaid MIDWEST LANDSCAPES s1u1-*1y4o'^oe nopai,v/Maintouimmnsv $475.00 10838 REPLACE ROTOR uSPRAY HEADS Total MIDWEST LANDSCAPES $^ru.on ___-- CO—E INNESOTA 1o1'41400'410 omu,Enuipmont Rental E 101-41400-413 $*uaJo 120440 ooP|En Total MINNESOTA COPY SYSTEMS $628.79 �� E 101'42710'390 Contracted Services $66.00 39e DOG PICK uP Total MOmT|CsLLpAm|MAL CONTROL %66.00 Ct:6_____- E 101'41400'355 Dues uMemberships $35.00 auoaon|pT|ow Total MpwT|csLLoT|Msa. INC $35.00 ELK RIVER INC s1O1~*n1o*oxo Repair/maiptSupply (GENERAL) $0.62 27492 oncxeypick vp s1o14n1oo'31V Miscellaneous $3.39 30477 M|GC NON~CuJR Total mApAopELK RIVER INC $4.01 CONSULTANTS G701'ounru CARL avvEwGOmCUP $78.43 13068 CARL SvvEwsOm GrO1'uc3OO ROLLING MEADOWS $157.71 13068 ROLLING MEADOWS G7o1'uuoo1 ISD ruoOT8sGO $194.23 13088 ISD 7xuTEMP CLASSROOM m7o1'uunso DRHz/wmEnPROP $1e5.43 13068 z/wwERpARm o7o1'ueooz wATHs 101 wAnnsT $u*o.00 13068 wATHs 1o1 CITY OF OTSEGO 10/09/03 9:38 AM *Check Detail Register© Page 5 OCTOBER 2003 Check Amt Invoice Comment G 701-22361 SUN RAY FARMS $244.83 13068 SUNRAY FARMS G 701-22349 ARBOR CREEK $517.40 13068 ARBOR CREEK G 701-22366 MARTIN FARMS $553.40 13068 MARTIN FARMS G 701-22315 OTSEGO MEADOWS GOLF $561.86 13068 RIVERWOOD NATIONAL G 701-22379 UPA/WH SUB $690.00 13068 UPA/WH G 701-22378 GRENINS 2ND ADD $895.05 13068 GRENINS 2ND ADD G 701-22328 WATERFRONT EAST $1,630.50 13068 WATERFRONT EAST G 701-22367 VETSCH PROP COMP $30.00 13068 VETSCH FARM G 701-22376 TORGESON MOVE IN $65.68 13068 TORGERSON G 701-22380 RIVERPLACE 1ST $128.07 13068 RIVERPLACE G 701-22373 MENELEY CUP $73.18 13068 MENELY MOVE IN G 701-22353 PLFRM ORRIN THOMP $82.50 13068 PLEASANT CREEK G 701-22377 OTSEGO WEST PP $107.23 13068 OTSEGO WEST G 701-22380 RIVERPLACE IST $30.00 13068 RIVERPLACE G 701-22374 KITTREDGE FINAL $144.76 13068 KITTREDGE CROSSING G 701-22375 JANSEN MOVE IN $73.18 13068 JENSEN MOVE IN E 101-41570-303 Planning Fees $526.11 13069 GENERAL E 101-41570-303 Planning Fees $160.20 13069 101/DARKENWALD E 101-42420-310 Miscellaneous $21.28 13070 13604 89TH ST E 101-42420-310 Miscellaneous $104.55 13070 LARSON E 101-42420-310 Miscellaneous $101.50 13070 GENERAL E 101-42420-310 Miscellaneous $61.40 13070 HOOFBEATS/HEARTBEATS E 101-42420-310 Miscellaneous $40.53 13070 SAMS AMUSEMENT PARK E 101-42420-310 Miscellaneous $38.40 13070 GUNDERSON E 101-42420-310 Miscellaneous $21.28 13070 MILLER E 101-41570-303 Planning Fees $1,200.00 13071 MEETING Total NORTHWEST ASSOC CONSULTANTS $8,968.69 Unpaid NOTTINGHOME BUILDERS INC - E 702-41400-310 Miscellaneous $1,000.00 10131 JAMES LNDSCP Total NOTTINGHOME BUILDERS INC $1,000.00 Unpaid PRINCIPAL FINANCIAL GROUP ��---� -��-' "-" E 101-41400-123 Health ($72.78) REMOVE CAROL E 101-43100-123 Health $287.97 PW - OCT E 101-41400-123 Health $362.85 ADMIN - OCT E 250-42410-123 Health $178.11 BLDGING DEPT - OCT Total PRINCIPAL FINANCIAL GROUP $756.15 Unpaid PUBLIC EMPLOYEES R ETIREMENT FD E 101-41550-121 PERA $157.05 PPE 9/27 CK DTD 10/1 E 101-43100-121 PERA $212.56 PPE 9/27 CK DTD 10/1 E 101-41400-121 PERA $426.19 PPE 9/27 CK DTD 10/1 G 101-21704 PERA $733.95 PPE 9/27 CK DTD 10/1 Total PUBLIC EMPLOYEES RETIREMENT FD $1,529.75 E 101-41400-206 Postage $35.00 ACCTACCESS FEE Total PURCHASE POWER $35.00 „RANDY'S SANITATION E 101-41940-325 Garbage Service $65.27 8899 NASHUA E 101-43100-325 Garbage Service $_40.54 SHOP Total RANDY'S SANITATION $105.81 Unpa d SCHARBER 8 SONS E 101-43100-220 Repair/Maint Supply (GENERAL) $34.02 IND SPRAY/PRIMER Total SCHARBER & SONS $34.02 CITY OF OTSEGO 10/09/03 9:38 AM Page 6 *Check Detail Register© OCTOBER 2003 Check Amt Invoice Comment SOFTRONICS E 101-41400-570 Office Equip and Furnishings $1,744.11 2040 COMPUTERS/EQUIPMENT E 101-41400-390 Contracted Services $2,225.00 2040 LABOR 9/1 TO 10/4 Total SOFTRONICS $3,969.11 Unpaid ��4� ��STEVE'S NURSERY IRRIGATION E 435-43100-310 Miscellaneous $208.00 832 85TH ST REPAIR Total STEVE'S NURSERY IRRIGATION $208.00 Unpaid --- ---,-SUPERIOR LAWN & SNOW ,,.�,. �...._,_,.,.."—,--r-...._._. E 602-49450-390 Contracted Services $78.81 304 SEWER PLANT E 101-41950-310 Miscellaneous $188.52 304 OLD CITY HALL E 101-45200-390 Contracted Services $1,043.68 304 PARKS E 101-41940-390 Contracted Services $1,399.96 304 CITY HALL/BIKE PATHS E 601-49400-390 Contracted Services $242.80 304 WATER TOWER Total SUPERIOR LAWN & SNOW $2,953.77 Unpaid _TOSHIBA AMERICA INFO SYS INC E 101-41400-413 Office Equipment Rental $211.83 37099779 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid UNITED LABORATORIES E 101-43100-210 Operating Supplies (GENERAL) $630.75 36967 MISC SUPPLIES Total UNITED LABORATORIES $630.75 RENTALS HIGHWAY TECHNOLr E 101-43100-210 Operating Supplies (GENERAL) $182.12 1073674 TRAFFIC CONES Total UNITED RENTALS HIGHWAY TECHNOL $182.12 UnpaidUNIVERSITY OF OF MINNESOTA E 250-42410-360 Education/Training/Conferences $200.00 TIM - ONSITE SEWER PROG Total UNIVERSITY OF MINNESOTA $200.00 Unpaid — --UNLIMITED ELECTRIC E 250-42410-525 Building Improvements $1,600.35 6003 REMODEL E 250-42410-525 Building Improvements $511.36 6014 REMODEL Total UNLIMITED ELECTRIC INC $2,111.71 Unpaid '*'--...,,,—_w......s '--__— WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-310 Miscellaneous $56.00 2ND HALF R118-077-000010 E 101-41400-310 Miscellaneous $337.00 2ND HALF R118-010-078010 E 101-41400-310 Miscellaneous $39.50 2ND HALF R118-010-077100 Total WRIGHT COUNTY AUDITOR -TREASURE $432.50 WRIGHT COUNTY RECORDER. E 101-41400-340 Recording Fees $30.00 NELSON LOT LINE E 101-41400-340 Recording Fees $20.00 RECORDING - SWENSON CUP Total WRIGHT COUNTY RECORDER $50.00 E 101-43160-322 Utilities $97.66 086709125427 RIVERPOINTE STREET LIIGHTS Total XCEL ENERGY $97.66 ipaid ZIEGLER CONSTRUCTION COINC`��u-•��._,-...r_.,__.,.__.._,.-.___._.,.._....____.___._,__,__.. E 702-41400-310 Miscellaneous $1,000.00 13871 88TH CRT LNDSCP Total ZIEGLER CONSTRUCTION CO INC $1,000.00 Unpaid ZIEGLER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $400.78 80133819 CAT LOADER CITY OF OTSEGO 10/09/03 9:38 AM Page 7 *Check Detail Register© OCTOBER 2003 Check Amt Invoice Comment Total ZIEGLER INC $400.78 10100 BANK OF ELK RIVER $212,882.14 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $32,008.73 203 PARK DEVELOPMENT $12,414.17 250 BUILDING PERMIT FEES $27,869.07 415 WATER & SEWER CONST -E. Phase 1 $1,842.12 423 Quaday Watefront Project $1,615.47 428 WEST WATER PROJ $14,169.94 429 W WTP-East Phase 2 $287.50 430 West Trtmnt Plant -Phase 1 $26,671.91 434 85TH STREET EXTENT $460.71 435 85th Street Project - East $5,436.97 436 85th Street Project - West $26,723.26 601 WATER FUND $242.80 602 SEWER FUND $78.81 701 DEVELOPMENT ESCROWS FUND $58,060.68 702 BUILDERS ESCROW FUND $5,000.00 $212,882.14 CITY OF OTSEGO 09/24/03 9:20 AM Page 1 *Check Summary Register© SEPTEMBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid RAYMOND F & NANCY A SLAVIK $19,350.00 EASEMENT PAYMENT UnPaid ROBERT L & ARDIS A HILLEREN $50,000.00 EASEMENT PAYMENT Total Checks $69,350.00 FILTER: None CITY OF OTSEGO 09/24/03 9:23 AM *Check Detail Register0 Page 1 SEPTEMBER 2003 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid - _ RAYMOND F & NANCY A SLAVIK -- G 701-22370 KC TRUNK UTIL IMP $19,350.00 EASEMENT PAYMENT Total RAYMOND F & NANCY A SLAVIK $19,350.00 Unpaid ROBERT L & ARDIS A HILLEREN G 701-22370 KC TRUNK UTIL IMP $50,000.00 EASEMENT PAYMENT Total ROBERT L & ARDIS A HILLEREN $50,000.00 10100 BANK OF ELK RIVER $69,350.00 Fund Summary 10100 BANK OF ELK RIVER 701 DEVELOPMENT ESCROWS FUND $69,350.00 $69,350.00 CITY OF OTSEGO 09/25/03 3:06 PM Page 1 *Check Summary Register© SEPTEMBER 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid B & D PLUMBING & HEATING INC $880.00 BLDGING REMODEL UnPaid BANK OF ELK RIVER -1 $27,990.00 INTEREST 94 WATER BOND UnPaid BOB KILLIAN ELECTRIC COMPA $350.00 ELECT AT FESTIVAL UnPaid CHRISTIAN BUILDERS INC $1,000.00 8108 PADGETT AVE LNDSCP UnPaid CITY OF MONTICELLO $232.00 ANIMAL CONTROL AUG 03 UnPaid COUNTRYSIDE HOMES INC $1,000.00 15022 81ST CIR LNDSCP UnPaid ECM PUBLISHERS INC $938.65 NO DISCHARGE UnPaid ELK RIVER PRINTING & PARTY P $91.48 NOTARY STAMPS UnPaid FLOYD TOTAL SECURITY $94.79 12 KEYS UnPaid FORTIS BENEFITS INSURANCE $168.89 ADMIN UnPaid GRANITE CITY LEASING INC $34.02 TOSHIBA FAX UnPaid LEAGUE OF MN CITIES $5,559.00 MAYORS - MEMBERSHIP DUES UnPaid MEDICA $7,553.17 ADMIN UnPaid MINNESOTA COPY SYSTEMS $324.38 TONER FAX/COPIER UnPaid MONARCH HOMES, INC. $1,000.00 15396 81ST CRT LNDSCP UnPaid NORTHLAND SECURITIES $2,117.58 GO BOND 03 UnPaid PEOPLE SERVICE INC. $37,808.00 MONTHLY SERVICE OCT. 03 UnPaid PITNEY BOWES $100.02 POSTAGE METER UnPaid US INTERNET $49.95 MONTHLY FEE UnPaid WILSON DEVELOPMENT COMPA $1,000.00 8387 PADRE CIR LNDSCP UnPaid WRIGHT COUNTY AUDITOR -TRE $31,755.00 MONTHLY SERVICE SEPT 1nPaid WRIGHT COUNTY RECORDER $20.00 JANSEN - CUP iPaid WRIGHT-HENNEPIN CO-OP ELE $1,563.25 MONTHLY SERVICE Total Checks $121,630.18 FILTER: None CITY OF OTSEGO 09/25/03 3:11 PM Page 1 *Check Detail Register© SEPTEMBER 2003 Check Amt Invoice Comment 1010_0 BANK OF ELK RIVER & HEAT ING INC.._,.....-..�.�..._,._...___..._.�..._._..-'..,.....'.,'_.....-.._..____._m_'_._'._._"."` E 250-42410-525 Building Improvements _ $880.00 60560 BLDGING REMODEL Total B & D PLUMBING & HEATING INC $880.00 Unpaid".•_._..�....�_....<_.®.....,.c�,.., BANK OF ELK�RIVER-1.._d-._.,v..._. E 601-49400-602 Bond Interest $2,990.00 INTEREST 94 WATER BOND E 601-49400-601 Debt Sry Bond Principal $25,000.00 PRINCIPAL 94 WATER BOND Total BANK OF ELK RIVERA $27,990.00 Unpaid BOB KILLIAN ELECTRIC COMPANY E 203-45210-390 Contracted Services $350.00 03-8899-2 ELECT AT FESTIVAL Total BOB KILLIAN ELECTRIC COMPANY $350.00 Unpaid CHRISTIAN BUILDERS INC E 702-41400-310 Miscellaneous $1,000.00 8108 PADGETT AVE LNDSCP Total CHRISTIAN BUILDERS INC $1,000.00 Unpaid CITY OF MONTIC—EL LO E 101-42710-390 Contracted Services $232.00 7421 ANIMAL CONTROL AUG 03 Total CITY OF MONTICELLO $232.00 .<,..._..1J-_..._..N,...._..,....M._._...._ Unpaid CO-UN-.TRYSIDE HOMES. INC Unpaid FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $40.19 PW E 250-42410-130 Employer Paid Ins (GENERAL) $74.70 INSPECTIONS E 101-41400-130 Employer Paid Ins (GENERAL) $54.00 ADMIN Total FORTIS BENEFITS INSURANCE CO $168.89 Unpaid '' GRANITE CITY LEASING INC E 101-41400-413 Office Equipment Rental $34.02 31 TOSHIBA FAX Total GRANITE CITY LEASING INC $34.02 lnpaid LEAGUE OF MN CITIES E 101-41100-355 Dues & Memberships $20.00 MAYORS - MEMBERSHIP DUES E 101-41100-355 Dues & Memberships $5,539.00 MEMBERSHIP DUES Total LEAGUE OF MN CITIES $5,559.00 . _-- a....�..t_..,._..__..._,.�--- E .,......'- Unpaid M-ED' E 702-41400-310 Miscellaneous $1,000.00 15022 81ST CIR LNDSCP Total COUNTRYSIDE HOMES INC $1,000.00 Npaid � — ECM PUBLISHERS INC -*-*---"`W'__ _-- -_—...----_— E 101-41400-350 Print/Binding (GENERAL) $295.44 153556 85TH ST PAGE HEARING E 101-41400-350 Print/Binding (GENERAL) $283.13 153557 85TH ST EAST HEARING E 101-41400-350 Print/Binding (GENERAL) $61.55 153558 MANLEY E 101-41400-350 Print/Binding (GENERAL) $64.63 153559 ORDINANCE 2003-22 E 101-41400-350 Print/Binding (GENERAL) $67.71 153560 ORDINANCE 2003-21 E 101-41400-350 Print/Binding (GENERAL) $166.19 153561 NO DISCHARGE Total ECM PUBLISHERS INC $938.65 Unpaid �._ ..Y v ��f�ELK RIVER PRINTING & PARTY PLU��V__.�__ E 101-41400-203 Supplies - General $91.48 018078 NOTARY STAMPS Total ELK RIVER PRINTING & PARTY PLU $91,48 Unpaid FLOYD TOTAL SECURITY E 101-41940-430 Miscellaneous (GENERAL) $94.79 25669 12 KEYS Total FLOYD TOTAL SECURITY $94.79 Unpaid FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $40.19 PW E 250-42410-130 Employer Paid Ins (GENERAL) $74.70 INSPECTIONS E 101-41400-130 Employer Paid Ins (GENERAL) $54.00 ADMIN Total FORTIS BENEFITS INSURANCE CO $168.89 Unpaid '' GRANITE CITY LEASING INC E 101-41400-413 Office Equipment Rental $34.02 31 TOSHIBA FAX Total GRANITE CITY LEASING INC $34.02 lnpaid LEAGUE OF MN CITIES E 101-41100-355 Dues & Memberships $20.00 MAYORS - MEMBERSHIP DUES E 101-41100-355 Dues & Memberships $5,539.00 MEMBERSHIP DUES Total LEAGUE OF MN CITIES $5,559.00 . _-- a....�..t_..,._..__..._,.�--- E .,......'- Unpaid M-ED' CITY OF OTSEGO 09/25/03 3:11 PM Page 2 *Check Detail Register© SEPTEMBER 2003 Check Amt Invoice Comment E 101-41400-123 Health $2,728.67 ADMIN E 250-42410-123 Health $2,549.33 INSPECTIONS E 101-43100-123 Health $2,275.17 PW Total MEDICA $7,553.17 E 101-41400-201 Office Supplies $162.19 119963 TONER FAX/COPIER E 101-41400-201 Office Supplies $162.19 119976 TONER FAX/COPIER Total MINNESOTA COPY SYSTEMS $324.38 MONARCH HOMES, INC. E 702-41400-310 Miscellaneous $1,000.00 7225 15396 81ST CRT LNDSCP E 601-49400-390 Total MONARCH HOMES, INC. $1,000.00 7225 MONTHLY SERVICE OCT. 03 Unpid6'"— -- '—'— X ---NORTHLAND SECURITIES --M- 7225 MONTHLY SERVICE OCT. 03 E 445-43100-620 Fiscal Agent's Fees $335.33 302 GO BOND 03 E 428-49400-620 Fiscal Agent's Fees $1,428.75 302 GO BOND 03 E 435-43100-620 Fiscal Agent's Fees $291.20 302 GO BOND 03 E 316-47000-620 Fiscal Agent's Fees $62.30 303 CROSSOVER BONDS Total NORTHLAND SECURITIES $2,117.58 Unpaid __ ___ . a. PEOPLE SERVICE INC. E 601-49400-390 Contracted Services $5,539.82 7225 RETRO RATE ADJ E 601-49400-390 Contracted Services $4,392.44 7225 MONTHLY SERVICE OCT. 03 E 602-49450-390 Contracted Services $12,327.56 7225 MONTHLY SERVICE OCT. 03 E 602-49450-390 Contracted Services $15,548.18 7225 RETRO RATE ADJ Total PEOPLE SERVICE INC. $37,808.00 Unpaid ____ PITNEY BOWES E101-41400-413 Office Equipment Rental $100.02 4705027-SP03 POSTAGE METER Total PITNEY BOWES $100.02 Unpaid -...,..,.-- — - US INTERNET E 101-41400-390 Contracted Services $49.95 503582 MONTHLY FEE Total US INTERNET $49.95 WILSON DEVELOPMENT COMPANY INC E 702-41400-310 Miscellaneous $1,000.00 8387 PADRE CIR LNDSCP Total WILSON DEVELOPMENT COMPANY INC $1,000.00 Unpaid _ y,. — WRIGHT COUNTY AUDITOR -TREASURE -- --'-_-----•--_--- E 101-42100-390 Contracted Services $31,755.00 PATROL -03-9 MONTHLY SERVICE SEPT Total WRIGHT COUNTY AUDITOR -TREASURE $31,755.00 Unpaid WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $20.00 JANSEN - CUP Total WRIGHT COUNTY RECORDER $20.00 Unpaid--- — WRIGHT-HENNEPIN CO-OP ELECTRIC E 601-49400-390 Contracted Services $781.62 11207 MONTHLY SERVICE E 602-49450-390 Contracted Services $781.63 11207 MONTHLY SERVICE Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1,563.25 10100 BANK OF ELK RIVER $121,630.18 CITY OF OTSEGO 09/25/03 3:11 PM Page 3 *Check Detail Register© SEPTEMBER 2003 Check Amt Invoice Comment Fund Summary 101 GENERAL FUND 203 PARK DEVELOPMENT 250 BUILDING PERMIT FEES 316 1999 Bituminous Debt Service 428 WEST WATER PROJ 435 85th Street Project - East 445 Waterfront West 601 WATER FUND 602 SEWER FUND 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $44,297.32 $350.00 $3,504.03 $62.30 $1,428.75 $291.20 $335.33 $38,703.88 $28,657.37 $4,000.00 $121,630.18 ITEM _2_ Consent Agenda 10/13/03 City of Otsego Project Name Pay Estimate # Project No. Contractor Amount Quaday Ave. & 91" St. 7 02-03 Arcon $ 92,857.13 85`x' St. Bike Path 3 (FINAL) 02-08 Rum River Contracting $ 4,021.19 Pumphouse #3 2 03-04 EnComm $ 76,809.68 Wells #4 and #5 2 03-05 Traut Wells $ 17,556.00 Trunk Watermain CSAH 19 and 70`h Street 3 03-06 LaTour Const. $114,273.30 85th & Page Ave. 5 02-06 02-09 02-10 Dresel Cont. $338,821.83 Total $644,339.13 September 30, 2003 Honorable Mayor & City Council City of Otsego 399 Nashua Avenue NE tsego, MN 55330 Pay Estimate No. 7 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE RE: Improvement Project No. 02-03, Quaday Avenue NE and 91 st Stret NE Contractor: Arcon Construction Contract Amount: $1,054,085.50 Award Date: 5/28/02 Completion Date: September 15, 2002 Dear Council Members: The following work has been completed on the above refeenced project: Bid Schedule "A" - Streets CONTRACTOR Item Description Contract Quantity Unit Unit Price I Used To Date Extension 1 Mobilization 1 LS $20,000.Od 1 $20000.00 2 Remove Culvert 94 LF $6.00 94 $564.00 3 Remove Bituminous Pavement 50 SY $3.00 0 $0.00 4 Sawin Bit Pavement Full Depth) 200 LF $4.00 0 $0.00 5 Salva e & Reinstall Sin 1 EACH $120.00 0 $0.00 6 Common Excavation P 7 070 CY $3.33 7070 7 To soil Stri in P 15,260 CY $1.15 15260 1$23543.10 17 549.008 Class 5 A re ate Base 7" 3 300 TON $10.87 5039.2 54,776.10 9 Mill Bituminous Surface 25 SY $5.73 20.37 $116.72 10 Type LV 4 Wearing Course Mixture C 1,190 TON $32.73 1211.61 $39,656-00 11 Type LV 3 Non -Wearing Course Mixture B 1,480 TON $28.30 1396.74 $39,527.74 12 Bituminous Material For Tack Coat 550 GAL $1.00 650 $650.00 13 Adjust Valve Box 34 EACH $150.00 10 $1,500.00 14 Adjust Frame & Ring Casting 16 EACH $300.00 11 $3,300.00 15 Raise Ex. Manhole w/ Barrel Sections 6 VF $160.00 6 $960.00 16 Raise Ex. Valve Box 1 VF $150.001 6 $900.00 17 Raise Ex. Hydrant V Hydrant Extension 1 EACH $285.00 3 $855.00 18 Stamped Concrete Sidewalk (4")(see C01) 1,700 SY $57.00 428.3 $24,413.10 19 Stamped Concrete Sidewalk 6" 150 SY $62.00 192.99 $11,965.38 20 Construct Pedestrian Curb Ramp 6 EACH $200.00 9 $1,800.00 21 Concrete Median (6")(See C01 ) 470 SY $28.501 0 $0.00 22 Concrete Curb & Gutter Design 8618 5,600 LF $7.001 5268.91 $361882.37 23 6" Concrete Apron / Valley Gutter 250 SY $29.001 288.33 $8,361.57 24 Traffic Control 1 LS $2,500.001 1 $2,500.00 25 Sign Panels Type C 420 SF $21.50 296 $6,364.00 26 Pavement Message (Right Arrow - Epoxy 24 EACH $76.00 0 $0.00 27 Pavement Message Left Arrow - Epoxy 20 EACH $76.00 0 $0.00 FILE: SharetMunicipaVaotsego/ot347pe SHEET: PAY ESTIMATE 7 Pay Estimate No. 7 CONTRACTOR City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Schedule "A" - Streets (Continue Item Description Contract Quantity Unit Unit Price Used To Date Extension 28 Pavement Message Thru Arrow - Epoxy 20 EACH $76.00 0 $0.00 29 4" Solid Line White - Epoxy 3,000 LF $0.36 0 $0.00 30 12" Solid Line White - Epoxy 450 LF $1.251 0 $0.00 31 24" Stop Line White - Epoxy 185 LF $2.50 0 $0.00 32 Bale Check 30 EACH $5.00 38 $190.00 33 Silt Fence, Type Machine Sliced 4,500 LF $1.75 0 $0.00 34 Seeding - Type Lawn Restoration 3 ACRE $1,500.00 3 $4,500.00 35 Sodding - Type Lawn Restoration 2,250 SY $2.50 2025 $5 062.50 36 SeedingMixture - 60B 300 LBS $2.20 300 $660.00 37 Commercial Fertilizer, 10-10-10 1,500 LBS $0.25 1500 $375.00 38 H draulic Soil Stabilizer Type 5 1 1 TON $630.00 1 1 $630.00 39 1 Hydraulic Soil Stabilizer Type 6 3 1 TON $630-001 3 1 $1,890.00 Total Bid Schedule "A" Bid Schedule "B" - Watermair $309,491.58 Item Description Contract Quantity Unit Unit Price Used To Date Extension 40 Connect to Existing Watermair 1 LS $300.00 4 $1,200.00 41 16" Ductile Iron Pipe C15' 1440 LF $28.95 1440 $41,688.00 42 12" Ductile Iron Pipe Cl 52 790 LF $19.55 790 $15,444.50 43 8" Ductile Iron Pipe Cl 52 3425 LF $17.15 3435 $58,910.25 44 6" Ductile Iron Pipe Cl 52 365 LF $22.80 552.75 $12,602.70 45 Ductile Iron Fittings 11,000 LB $1.65 7337 $12,106.05 46 16" Butterfly Valve and Bo) 4 EACH $1 425.004 $5,700.00 47 12" ButterflyValve and Bo) 2 EACH $800.00 2 $1,600.00 48 8" Gate Valve and Bo) 18 EACH $675.00 13 $8,775.00 49 6" Gate Valve and Bo) 17 EACH $495.00 8 $3,960.00 50 Hydrant 8 EACH $1,670.00 10 $1670000 51 Hydrant Extensior 24 LF $285.00 6.5 $1,852.50 52 Salvage and Reinstall 16" Pluc 1 EACH $100.00 1 $100.00 53 2" Insulation 500 SF $1.40 448 $627.20 54 12" DIP CL 52, Fastite Jt., Installed by Jacking an Boringof 20" Steel Casinc 230 LF $165.00 245 $40,425.00 Total Bid Schedule "B" FILE: Share\MunicipallaotsegololWpe SHEET: PAY ESTIMATE 7 $221,691.20 Pay Estimate No. 7 CONTRACTOR City of Otsego Improvement Project 02-03 Bid Schedule "C" - Storm Sewel Quaday Avenue NE and 91st Street NE I Description Contract Contract Quantity Unit Used To Used To Date 'em Description Quantity Unit Unit Price I Date Extension 55 15" PVC SDR 26 16-18' Deer 203 LF $61.2 203 $12,433.75 56 15" PVC SDR 26 18-20' Dee 690 LF $61.2 690 $42,262.50 57 12" PVC SDR 26 18-20' Deer 427 LF $60.5 413 $24,986.50 58 12" PVC SDR 26 20-22' Dee 110 LF $60.5 110 48 59 10" PVC SDR 26 16-18' Dee 20 LF $55.95 20 _$6..655.00 $1 119.00 60 10" PVC SDR 26 18-20' Dee 10 LF $55.9 50 $2,797.50 61 10" PVC SDR 26 20-22' Dee 416 LF $62.0 346 $21 469.30 62 10" DIP CL 52 Fastite Jt. 10-12' Dee 10 LF $69.1 0 $0.00 63 10" DIP CL 52 Fastite Jt. 12-14' Deer 9 LF $69.1 9 $621.90 64 10" DIP CL 52 Fastite Jt., 14-16' Deer 10 LF $69.1 10 $691.00 65 10" DIP CL 52 Fastite Jt., 16-18' Deer 36 LF $69.1 36 $2 487.60 66 10" DIP CL 52 Fastite Jt., 18-20' Deer 10 LF $69.1 10 $691.00 67 10" DIP CL 52 Fastite Jt., 20-22' Deer 60 LF $69.1 C 60 $4,146.00 68 8" PVC SDR 35 0-8' Dee 10 LF $15.1 E 0 $0.00 69 8" PVC SDR 35 8-10' Dee 252 LF $15.1 E 232 $3,514.80 70 8" PVC SDR 35 10-12' Deep 10 LF $15.1 0 $0.00 71 6" PVC SDR 35 Service Latera 360 LF $17.4 360 $6,264.00 72 Standard Sanita Sewer Manhole 0-8' Deet 11 EA $1,910.00 11 $21 010.00 73 Manhole Overde tf 126 VF $135.0 117 $15,795.00 74 Outside Drop Connection 0-2 1 EA $960.0 1 $960.00 75 Extra Depth Outside Dro Connectioin >2 8 VF $65.0 8 $520.00 76 Connect to Existina Sanitary Sewer at Manholt 1 EA $1 180.0 1 $1,180.00 77 6" PVC Riser Pie 67 VF $17.4 57 $991.80 78 15"x 6" PVC W e 2 EA $185.0 2 $370.00 79 12"x 6" PVC Wye 3 EA $125.0 3 $375.00 80 10"x 6" PVC Wye 2 EA $105.0 2 $210.00 81 8"x 6" PVC W e 1 EA $65.0 1 $65.00 82 12" Plug 1 EA $60.0 1 $60.00 83 10" Plug 2 EA $55.0 2 $110.00 84 6" Plug 9 EA $30.0 9 $270.00 10" DIP CL 52, Fastite Jt., Installed by Jacking an 85 Boring of 18" Steel Casinc 260 LF S 1 80.0c, 260 $46,80000 86 Televise Sanitary Sewel 2533 ILF $0.601 2395 $1 437.00 Total Bid Schedule "C' Bid Schedule "D" - Storm Sewer $220,293.65 Item Description Contract Quantity Unit Unit Price Used To Date Extension 87 42" RC Pipe A ror 1 EACH $1,085.00 1 $1,085.00 88 36" RC Pipe A ror 1 EACH $900.0 1 $900.00 89 45" x 73" RC Arch Pipe Apron w/ Dro wal 1 EACH $1,545.00 1 $1,545.00 90 15" RC Pipe Sewer Design 3006 CL V all depths 80 LF $29.8 79 $2,354.2C 91 18" RC Pipe Sewer Desi n 3006 CL III all depths 48 LF $31.5-T 48 $1,512.00 92 21" RC Pi a Sewer Desi n 3006 CL III all de the 61 LF 61 $1,982.50 93 27" RC Pipe Sewer Design 3006 CL III all depths 160 LF --$32.50 $37.4 160 $5,992.00 94 30" RC Pipe Sewer Design 3006 CL III all de the 64 LF $44.5 65 $2,892.50 95 33" RC Pipe Sewer Design 3006 CL III all depths 275 LF $46.7 275 $'12,856.25 96 36" RC Pipe Sewer Design 3006 CL III all depths 59 LF $55-60E-59 1 S1,280.40 97 42" RC Pi a Sewer Desi n 3006 CL III all de the 864 LF $31.0 820--T-$23 461.00 FILE: ShareWunidpal/aotsego/o*47pe SHEET: PAY ESTIMATE 7 Pay Estimate No. 7 CONTRACTOR City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE 0'-f Schedule "D" - Storm Sewer Continued ,I Description Contract Quantity Unit Unit Price Used To Date Extension 98 48" RC Pipe Sewer Design 3006 CL III all depths 105 LF $74.2 105 $7,796.25 99 45" x 73" RC Arch Pipe Sewer CL III all depths 651 LF $129.1 651 $84,076.65 100 15" Pipe Plug 4 EACH $60.0 4 $240.00 101 18" Pipe Plug 2 EACH $65.00, 2 $130.00 102 42" Pipe Plug 2 EACH $140.0 2 $280.00 103 45" x 73" RCPA 450 Bend 2 EACH $2,180.Od 2 $4,360.00 104 45" x 73" RCPA 350 Bend 1 EACH $2,180.0 1 $2,180.00 105 Connect to Existing Storm Sewe 1 EACH $480.0 1 $480.00 106 Construct Drain a e Structure Design 48" 4021 3 EACH $1,225.0 3 $3,675.00 107 Construct Drain a e Structure Design 66" 4021 2 EACH $1,985.0 2 $3,970.00 108 Construct Drain a e Structure Design 72" 4021 1 EACH $2,315.0( 1 $2,315.00 109 Construct Drain a e Structure Design 78" 4021 2 EACH $3,130.001 2 $6,260.00 110 Construct Drain a e Structure Design 84" 4021 1 EACH $3,966.00 1 $3,965.00 111 Construct Drain a e Structure Design 90" 4021 0 EACHM$7605 0 $0.00 112 Construct Drain a e Structure Design 96" 402( 1 EACH 1 $4,040.00 113 Construct Drain a e Structure Design 120" 4021 1 EACH 1 $7 065.00 114 Random Ri Ra Class II 100 CY 106.65 $5 865.75 115 Random Ri Ra Class Io 40 CY 51 $2,805.00 Total Bid Schedule "D' Chance Order No. 1 $199,364.50 Item Description Contract Quantity Unit Unit Price Used To Date Extension 1 Remobilization (Hydrants' 1 LS $2,465.8 1 $2,465.83 2 Remove Concrete Weirs 1 T&M $1,378.1 1 $1,378.14 3 31" x 51" RC Arch Pie 16 LF $97.9 16 $1,567.20 4 UDgrade 27" RCP CL 5 from 27" RCP Cl-: 65 LF 1 $16.211 65 $1,053.65 5 36" Trash uard 1 EACH $850.0 1 $850.00 6 42" Trashguard 1 EACHJ$4.4 1 $950.00 7 45" x 73" Trash uarc 1 EACH 1 $1,600.00 8 4" Concrete Sidewalk - Stamped & Colorer 437 SY393.94 $27,201.56 9 4" Concrete Sidewalk 1263 SY1180.55 $25,735.99 10 Concrete Median 4" - Stamped & Colorer 235 SY254.4 $17,502.72 11 Concrete Median 4" 235 SY384.45 $9,707.36 12 Remove Concrete Curt 139 LF139 $465.65 13 Sod/Blanket Seed 300 SY 0 $0.00 $90,478.10 Field Modification #1 Item Description Contract Quantity Unit Unit Price Used To Date Extension 14 Mobilization LS $2,131.4 1 $2,131.42 15 6" Gate Valve and Box EACH $495.0 2 $990.00 16 6" Ductile Iron Pipe Class 52 LF $22.8 110 $2,508.00 17 Hydrant I EACH $1,670.Og 2 $3,340.00 18 Ductile Iron Fittings I LB 1 $1.6 550 $907.50 19 Raise Ex. Manhole(w/Barrel Sections VF 1 $135.0 3 1 $405.00 $10,281.92 Field Modification #2 Item Description Contract Quantity Unit Unit Price Used To Date Extension 20 Category 1 Blanket 3050 SY $1.40 2624 $3,673.60 21 Regrading Ditch 10 HRS $60.0 10 $600.00 $4,273.60 FILE: ShareWunicipal/aotsego/W347pe SHEET: PAY ESTIMATE 7 Summary Of Work Completed To Date; Bid Schedule "A" - STREETS Bid Schedule "B" - WATERMAIN lid Schedule "C" - SANITARY SEWER Sid Schedule "D" STORM SEWER Change Order No. 1 Field Modification #1 Field Modification #2 WORK COMPLETED TO DATE: LESS 2.5% RETAINAGE: LESS PAY ESTIMATE NO. 1 LESS PAY ESTIMATE NO. 2 LESS PAY ESTIMATE NO.3 LESS PAY ESTIMATE NO.4 LESS PAY ESTIMATE NO. 5 LESS PAY ESTIMATE NO. 6 WE RECOMMEND PARTIAL PAYMENT OF Pay Estimate No. 7 City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE APPROVALS: CONTRACTOR: Arcon Construction Certification by Contractor: I certify that all items and amounts are correct for the work complied to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and qualities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNER: CITY OF OTSEGO Signed: Title: Date: Date: FILE: ShareWunicipal/aotsego/ot347pe SHEET: PAY ESTIMATE 7 5 CONTRACTOR $309,491.58 aGLU,LY3.b� $199,364.50 $90,478.10 $10,281.92 $4,273.60 $1,055,874.55 $26,396.86 $590,858.64 $104,503.34 $216,450.56 $9,030.33 $11,132.97 $4,644.72 $92,857.13 October 1, 2003 Honorable Mayor & City Council °ty of Otsego ;99 Nashua Avenue NE Otsego, MN 55330 Final Pay Estimate No. 3 City of Otsego Improvement Project No. 02-08 85th Street NE Bike Path RE: 85th Street NE Bike Path, Improvement Project 02-08 Contractor: Rum River Contracting Contract Amount: $28,661.23 Award Date: 8/26/02 Completion Date: N/A Dear Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" -Streets CONTRACTOR Item Description Contract Quantity Unit Unit Price Used To Date Extension 1 Remove Concrete Curb & Gutter 64 LF $5.00 84 $420.00 2 Common Excavation P 759 LS $9.75 759 $7,400.25 3 Class 5 Aggregate Base 6" 380 LF $11.00 311.87 $3,430.57 4 Type LV 4 Wearing Course Mixture B 215 LF $50.00 220.21 $11,010.50 5 Concrete Curb and Gutter Design 8618 64 LF $22.00 84 $1,848.00 6 Sign Panels Type C 18.75 LF $32.50 21 $682.50 12" Solid Line White - Epoxy 140 SY $10.00 144 $1,440.00 r97 Seeding - Type Lawn Restoration H droseedin 0.5 EACH $5,227.20 0.5 $2,613.60 Seeding Mixture - 60B 75 LF $0.00 $0.00 10 Commercial Fertilizer, 20-10-10 250 LF $0.00 $0.00 111 Hydraulic Soil Stabilizer Type 6 1 0.63 1 SF $0.00 1 $0.00 Total Bid Schedule "A" Field Modification 1 $28,845.42 Field Modification I Total Field Modification 2 $1,200.00 Item IDescription Quantity Contract Unit Price Date Extension Used To Item Description Quantity Unit Unit Price Date Extension Removal and Placement of 4" of Topsoil of 4" 1 the Hydrant up to Bike Path Grade 1 Common Excavation 1 LS $1,200.00 1 $1,200.00 Field Modification I Total Field Modification 2 $1,200.00 Item IDescription Quantity Unit Unit Price Date Extension Furnish and Install a 1 foot Fire Hydrant Extension and a Valve Box Extension for Hydrant at the SE Quadrant of Page Avenue and 85th Street to bring 1 the Hydrant up to Bike Path Grade 1 LS $720.00 1 $720.00 Field Modification 2 Total FILE: ShareWunicipaRM712pe SHEET: PAY ESTIMATE 3 $720.00 Final Pay Estimate No. 3 CONTRACTOR City of Otsego Improvement Project No. 02-08 85th Street NE Bike Path SCHEDULE "A" - STREETS $28,845.42 FIELD MODIFICATION 1 $1,200.00 FIELD MODIFICATION 2 $720.00 TOTAL WORK COMPLETED TO DATE $30,765.42 LESS PAY ESTIMATE NO. 1 $26,060.23 LESS PAY ESTIMATE NO. 2 $684.00 FINAL PAY ESTIMATE NO. 3 $4,021.19 APPROVALS: CONTRACTOR: Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer. We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNE CITY OF OTSEGO Signed: Title: Date: Date: FILE: ShareWuniapal\Wl2pe 2 SHEET: PAY ESTIMATE 3 Ortober 13, 2003 rable Mayor & City Council of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: Municipal Wells No. 4 and 5 Pay Estimate No. 2 Contractor. Traut Wells Contract Amount: $269,415.00 Award Date: May 30, 2003 Completion Date: Dear Honorable Mayor and Council Members: Pay Estimate No. 2 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 Bid Date: May 22, 2003, 2:00 PM The following work has been completed on the above referenced project: Bid Schedule "A" - Cnmmi inity Pi ihli r Wm+or CZ—ml- +nidi +4A /RA. c:.- - % ITEM: 7.3 Item No. Description Est. Qty Unit Unit Price Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,800.00 $10,800.00 50% $5,400.00 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 300 LF 1 $75.00 $22,500.00 294 $22,050.00 Fill/Bail Open Hole 10 CY 1 $40.00 $400.00 10 $400.00 Set 18" Casing 410 LF $50.00 $20,500.00 410 $20,500.00 6 lnstall Grout 22 CY $300.00 $6,600.00 22.5 $6,750.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 50 $750.00 8 F.I.R. Development Equipment 1 LS $3,200.00 $3,200.00 50% $1,600.00 9 Develop Well/Sandstone Removal 200 HR $180.00 $36,000.00 76 $13,660.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 12 1 Disinfect Well 1 LS $250.00 $250.00 13 Gamma Log Well 1 LS $1,100.00 $1,100.00 100°i° $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS $1,150.00 $1,150.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 100% $300.00 18 Abandon Test Boring 1 LS $650.00 $650.00 Total - Bid Schedule "A" $146,350.00 $99,530.00 shared docs/m unicipaVaotsego/615/ot515PE BT- 1 Pay Estimate No. 2 10/8/2003 Pay Estimate No. 2 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 Bid Date: May 22, 2003, 2:00 PM nnn 1 A 1.4, 0.,... I — %A/nll Ii= IIr^nf^n/(_n In evil In ITEM: 7.3 Item No. Description Est. Qty Unit Unit Cost Contract Used To - Amount Date Extension 1 Mobilization/Demobilization 1 LS $10,500.00 $10,500.00 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 3 Drill 23" Open Hole 127 LF $75.00 $9,525.00 4 Fill/Bail Open Hole 6.5 CY $60.00 $390.00 5 Set 18" Casing 275 LF $50.00 $13,750.00 6 Install Grout 14 CY $300.00 $4,200.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 8 F.I.R. Development Equipment 1 LS $3,000.00 $3,000.00 9 Develop Well/Sandstone Removal 200 HR 1 $180.00 $36,000.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 12 Disinfect Well 1 LS $250.00 $250.00 13 Gamma Log Well 1 LS $1,100.00 $1,100.00 14 JVideo Record Well 1 LS $900.00 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS $1,150.00 $1,150.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 11 LS $300.00 $300.00 Total - Bid Schedule "B" Total Work Completed To -Date Less 5% Retainage Less Previous Payments We Recommend Partial Payment of: $ l Y3,U=.UU TOTAL BID SCHEDULE "A" $146,350.00 TOTAL BID SCHEDULE "B" $123,065.00 TOTAL BID $269,415.00 APPROVALS: CONTRACTOR: TRAUT WELLS Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNER: CITY OF OTSEGO Signed: 'Title: Date: Date: $99,530.00 $99,530.00 $99,530.00 $4,976.50 $76,997.50 $17,556.00 shared docs/m unicipallaotsego/615/ot515PE BT - 2 10/8/2003 Pay Estimate No. 2 13 -Oct -03 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: WATER TREATMENT PLANT / PUMP HOUSE #3, WELL PUMPS #4 & #5 AND SCADA SYSTEM, COP 03-04 Pay Estimate No. 2 Contractor. EnComm Midwest, Inc. Original Contract Amount: $ 802,707.00 Contract Amount After Change Orders: $ 823,027.00 Award Date: June 12, 2003 Completion Date: December 25, 2003 PAY ESTIMATE NO. 2 City of Otsego Improvement Project 03-04 Pumphouse #3 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: PART Rid Sehorinln "e+ _ c:a.- uu— ITEM 7.4 Rid .p. %r— m._v__ - - -_ --_ - - 0 _'+.o 10.uu $16,870.00 Item Estimated tncomm Midwest No. 17 Description Submersible Well Pum & Motor No. 10 Estimated Number of Units Unit Unit Price Extension Used To - Date Item No. 11 Number of 60 70 LF LF $26.50 $48.00 Used To - $17.25 $2,600.00 $6,900.00 Descri tion Units Unit Unit Price Contract Price Date Extension 1 Grading and Excavation 1 LS $2,500.00 $2,500.00 70% $1,750.00 2 Structural Backfill LV 400 CY $13.50 $5,400.00 $9200.00 , $46,355.00 3 Class V Gravel LV 160 TON $16.00 $2,560.00 $4,150.00 4 Bituminous Wear Course Type LV2 70 TON $83.00 $5,810.00 251 $878.50 5 6" Concrete Walk - Well Head Pad 47 SY $38.00 $1,786.00 6 Silt Fence 300 LF $2.00 $600.00 150 $300.00 7 Seedin includes seed 0.2 AC $3,200.00 $640.00 8 Mulching includes disk anchorin 0.4 TON $1,000.00 $400.00 9 Fertilizer 100 LBS $1.00 $100.00 9A Geo rid HDPE Structural Soils Material- C.O.#1 890 SY $3.00 $2,670.00 890 Crushed Concrete & Asphalt Recycle 1-1/2" to 3" $2,670.00 98 .Material-(C.0.#1) 405 TONS $30.00 $12,150.00 405 $12,150.00 Rid .p. %r— m._v__ - - -_ --_ - - 0 _'+.o 10.uu $16,870.00 Item Estimated No. 17 Description Submersible Well Pum & Motor No. 10 Description 4" Drain Pie Sch 40 PVC Number of Units Unit Unit Price Extension Used To - Date Extension 11 3" DIP Class 52 Mechanical Joints 60 70 LF LF $26.50 $48.00 $1,590.00 $3,360.00 $17.25 $2,600.00 $6,900.00 12 13 6" DIP Class 52 Mechanical Joints 30 LF $50.50 $1,515.00 26 $1,313.00 14 12" DIP Class 52 Mechanical Joints 16" DIP Class 52 Mecanical Joints 180 LF $77.00 $13,860.00 10 $770.00 $1,250.00 48" Sanitary Manhole/Include Backwash Air Break 80 LF $11500 . $9200.00 , $46,355.00 $46,355.00 15 Piping and 6" PVC SDR35 Stub Out 1 EACH $4,150.00 $4,150.00 16 Fittings 16A Floor Drain Line and Seepage Manhol C.O.#2 1000 1 LBS $3.50 $3,500.00 251 $878.50 Remove & Reinstalling Fire Hydrant in Temporary LS $5,250.00 $5,250.00 16B lAccess Road- C.O12 1 LS $250.00 $250.00 Total - Bid Schedule "B' $42,675.00 $2,961.50 Bid Sehedulp"C-_weu c............, .__..1_______ Item Estimated No. 17 Description Submersible Well Pum & Motor Number of Units Unit Unit Price Used To - Extension Date Extension 18 Electric Cable Submersible umP to Well Head 2 400 EACH$14,750.00 LF $6.50 $29,500.00 19 6" Drop Pie 400 LF $17.25 $2,600.00 $6,900.00 20 Pitless Adapter Unit 2 EACH $20,250.00 $40,500.00 Excavation & Backfill for Pitless Adapter Unit 21 including cuttin 18" Well Casing 2 EACH $1,250.00 $2,500.00 22 Electrical Control Panel & Wiring for Well Pump #4 1 EACH $46,355.00 $46,355.00 23 Electrical Control Panel & Wiring for Well Pumo #5 1 EACH $64,175.00 $64,175.00 • Total - Bid Schedule "C" TOTAL PART shared docs/muniapal/eotsego/615/ot516pe-1 BT - 1 Pay Estimate No. 2 $192,530.00 $269,821.00 $19,831.50 101812003 PART 2 PAY ESTIMATE NO. 2 City of Otsego Improvement Project 03-04 Pumphouse #3 P. -m Wrlwact ITEM 7.4 Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Used To - Cost Date Extension 24 Pumphouse Building 1 LS $184,465.00 $184,465.00 28.00% $51,650.20 25 Building Mechanical 1 LS $31,080.00 $31,080.00 26 Painting and Protective Coating 1 LS $18,564.00 $18,564.00 27 1 Building Electrical 8 System Control 1 LS 1 $90,500.00 1 $90,500.00 Total - Bid Schedule "A" $324,609.00 $51,650.20 C:J CSL. J..1. wpw \AI . T..... L.......L C.. -.i I:L:..� Total - Bid Schedule "B" $147,600.00 $21,073.20 ------------ Item No. - --------- Description Estimated Unit Unit Cost Total Estimated Used To - Cost Date Extension 33 Chlorine Gas Treatment Item LS Number of $20,040.00 34 Total Estimated Used To - LS No. Description Units Unit Unit Cost Cost Date Extension 28 7000 Gallon H droneumatic Tank 1 LS $25,440.00 $25,440.00 29 Air Compressor 1 LS $6,780.00 $6,780.00 Water Treatment and Distribution Piping and 30 JAppurtenances 1 L 1 $61,980.00 $61,980.00 34% $21,073.20 31 JControl Panel H dro neumatic Tank 1 LS $52,500.00 $52,500.00 37 Startup, Operation and Maintenance Manual and 1 LS $41,500.00 $41,500.00 32 1 Post Startup Operation Assistance 1 1 LS $900.00 $900.00 Total - Bid Schedule "B" $147,600.00 $21,073.20 ------------ Item No. - --------- Description Estimated Number of Units Unit Unit Cost Total Estimated Used To - Cost Date Extension 33 Chlorine Gas Treatment 1 LS $20,040.00 $20,040.00 34 Poly Phosphate Treatment 1 LS $2,520.00 $2,520.00 35 Fluoridation Treatment 1 LS $3,240.00 $3,240.00 36 Booster Pump and Vaccum Injection 1 1 1 LS 1 $1,572.00 1 $1,572.00 Total - Bid Schedule "C" $27,372.00 J r�L-J..1-wnw O^AnA Total - Bid Schedule "D" $41,500.00 Estimated Estimated Item Number of Total Estimated Item Number of Description Units Unit Unit Cost Cost Total Estimated Used To - 38 No. Description Units Unit Unit Cost Cost Date Extension SCADDA System for Control Monitoring of Pumphouse (including Hydropneumatic Tank with Well #4, Well #5, 1.0 MG Water Tower #2, Sanitary Lift Station #3 with Main Control Connection to WWTP #2, including additional 37 hardware and software with startup 1 LS $41,500.00 $41,500.00 Total - Bid Schedule "D" $41,500.00 Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $84,848.40 shared docs/municipal/aotsego/615/ot516pe-1 BT - 2 Pay Estimate No. 2 10!8/2003 Estimated Item Number of Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 38 Mobilization and Demobilization 1 LS 1 $12,125.00 $12,125.00 100% $12,125.00 Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $84,848.40 shared docs/municipal/aotsego/615/ot516pe-1 BT - 2 Pay Estimate No. 2 10!8/2003 PAY ESTIMATE NO. 2 ITEM 7.4 City of Otsego Improvement Project 03-04 Pumphouse #3 SUMMARY OF BIDDING PART Bid Schedule "A" - Site Work $34,616.00 $16,870.00 Bid Schedule "B" Yard Piping $42,675.00 $2,961.50 Bid Schedule "C" -Well Pump and Appurtenances $192,530.00 TOTAL PART 1 $269,821.00 $19,831.50 PART II Bid Schedule "A" - Pumphouse $324,609.00 $51,650.20 Bid Schedule "B" -Water Treatment Facilities $147,600.00 $21,073.20 Bid Schedule "C" - Chemical Treatment $27,372.00 Bid Schedule "D" - SCADA System $41,500.00 Bid Schedule "E" - Mobilization $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $84,848.40 TOTAL PARTI AND II $823,027.00 $104,679.90 TOTAL USED TO -DATE $104,679.90 LESS 5% RETAINAGE $5,234.00 LESS PREVIOUS PAYMENTS $22,636.23 WE RECOMMEND PARTIAL PAYMENT OF: $76,809.68 APPROVALS: CONTRACTOR: Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: shared docs/municipal/aotsego16l5/ot5l6pe-1 BT- 3 Pay Estimate No. 2 10/8/2003 October 13, 2003 Honorable Mayor & City Council Citv of Otsego Nashua Avenue N.E. o, MN 55330 PAY ESTIMATE NO.3 City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road Bid Date: May 22, 2003, 2:00 PM RE: Trunk Watennain, Sanitary Sewer and Access Road, COP 03-06 Pay Estimate No. 3 Contractor. LaTour Construction Contract Amount: $693,407.65 Contract Amount After Change Orders: $707,561.53 Award Date: May 27, 2003 Completion Date: October 3, 2003 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - Streets ITEM:7.1 Total - Bid Schedule "A" Bid Schedule "B" - Storm Drainane $69,098.50 $29,554.32 Estimated Item Spec. I Number of Total Estimated Used No. Ref. Description Units Unit Unit Price Contract Amount To -Date Extension 1 2021 Mobilization 1 LS $11,270.00 $11,270.00 0.5 $5,635.00 2 2563 Traffic Control 1 LS $3,570.00 $3,570.00 0.8 $2,856.00 3 2104 Remove Bituminous Pavement 300 SY $2.00 $600.00 401.66 $803.32 4 2104 Sawing Bit Pavement Full Depth) 400 LF $3.60$1,440.00 $845.00 463 $1,666.80 5 2104 Salvage & Reinstall Sion or Mailbox 20 EACH $76.50 $1,530.00 4 $306.00 6 2105 Topsoil Stripping P 4,000 CY $1.00 $4,000.00 3000 $3,000.00 7 2105 Replace Topsoil 2,500 CY $1.00 $2,500.00 2000 $2,000.00 8 2211 Class 5 Aggregate Base 6" 550 TON $14.60 $8,030.00 9 2105 Granular Borrow 1,500 CY $14.40 $21,600.00 8 $612.00 1" 2350 2" Type LV 2 Wearing Course Mix: Driveway Pavem 300 SY $16.80 $5,040.00 402 $6,753.60 27 2104 Remove 12" CMP(including FES 70 LF $5.10 $357.00 56 $285.60 28 2350 Bituminous Material For Tack Coat 15 GAL $5.10 $76.50 $1,020.00 13 2573 Bale Check200 20 EACH $8.00 $1,600.00 66 $528.00 14 2573 Silt Fence, Type Machine Sliced 300 LF $2.00 $600.00 820 $1,640.00 15 2575 edin - T e Lawn Restoration 4 ACRE $1,020.00 $4,080.00 4 $4,080.00 16 2101 Cl Clearing and Grubbing 5.5 ACRE $510.00 $2,805.00 Total - Bid Schedule "A" Bid Schedule "B" - Storm Drainane $69,098.50 $29,554.32 Tr id Schedule "B" $29,617.40 $7,545.20 shared docs/municipat/aotsego/615/ot517PE BT - 1 Pay Estimate 43 10/8/2003 Estimated Item No. Spec. Ref. Number of Total Estimated Used 17 Description Units Unit Unit Cost Cost To -Date Extension 2621 66" RCP Class III 64 LF $256.70 $16,428.80 18 2621 18" RCP Class III 48 LF $23.20 $1,113.60 19 2621 66" RCP FES 2 EACH $1,501.00 $3,002.00 20 2621 18" RCP FES 2 EACH $422.50 $845.00 21 2621 15" CMP 70 LF $15.20 $1,064.00 64 $972,80 22 2621 15" CMP FES 2 EACH $127.00 $254.00 2 $254.00 23 2621 Salvage and Reinstall 18" CMP 160 LF $12.25 $1,960.00 144 $1,764.00 24 2621 Salvage and Reinstall 18" CMP FES 8 EACH $76.50 $612.00 25 2621 Salvage and Reinstall 15" CMP Pie 110 LF $12.20 $1,342.00 8 $612.00 26 2621 Salvage and Reinstall 15" CMP FES 4 EACH $80.00 $320.00 162 $1,976.40 27 2621 Salvage and Reinstall 48" RCP 30 LF $34.00 $1,020.00 8 30 $640.00 28 2621 Salvage and Reinstall 48" RCP FES 1 EACH $306.00 $306.00 $1,020.00 29 2621 Ri Ra Class III 20 CY $67.50 $1,350.00 1 $306.00 Tr id Schedule "B" $29,617.40 $7,545.20 shared docs/municipat/aotsego/615/ot517PE BT - 1 Pay Estimate 43 10/8/2003 PAY ESTIMATE NO. 3 City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road Bid Date: May 22, 2003, 2:00 PM Bid Srhedule "C" - Water ITEM:7.1 I) No. I Spec. Ref. Description Estimated Number of Units Unit Unit Cost Total Estimated Cost Used To -Date Extension 30 2611 Connect to Existing Water Main 2 LS $822.50 $1,645.00 32 $2,534.40 31 2611 12" Ductile Iron Pipe Cl 52 2200 LF $26.30 $57,860.00 1652 $43,447.60 32 2611 8" Ductile Iron Pipe Cl 52 550 LF $19.30 $10,615.00 47 2621 33 2611 6" Ductile Iron Pipe Cl 52 125 LF $15.70 $1,962.50 221 $3,469.70 34 2611 16" DIP Cl 52, Fast -lite Joint, Installed in 24" Steel Casing by Boring and Jacking 70 LF 1 $201.70 $14,119.00 80 $16,136.00 35 2611 16" Ductile Iron Pipe CL 52 8600 LF $37.10 $319,060.00 8840 $327,964.00 36 2611 Ductile Iron Fittings 10000 LB $3.10 $31,000.00 10882 $33,734.20 37 2611 16" Butterfly Valve and Box 11 EACH $1,601.00 $17,611.00 20 $32,020.00 38 2611 12" Butterfly Valve and Box 2 EACH $918.00 $1,836.00 1 $918.00 38A C.O.#1 Insertiion of Additional 16" Valves and Tees for Developers 1 LS $7,935.00 $7,935.00 100% $7,935.00 38B C.O.#1 Provide Extra Depth for 16" DIP to Avoid Develo er'sn Sanitary Sewer 1 LS $4,100.00 $4,100.00 100% $4,100.00 39 2611 6" Gate Valve and Box 26 EACH $575.00 $14,950.00 24 $13,800.00 40 2611 Hydrant 26 EACH $1,850.00 $48,100.00 24 $44,400.00 40A C.O.#1 Substitute 8.5' Bury Fire Hydrant for Standard 8.0' Bury Fire Hy Brant 9 EACH $75.00 $675.00 9 $675.00 41 2611 H drant Extension 26 LF $348.00 $9,048.00 59 2621 42 2611 Salvage and Reinstall 16" Plug 2 EACH $204.00 $408.00 59A C.O. #1 Rebuild MH No. 1 Base for 24" DIP Outlet 43 2611 Salvage and Reinstall 12" Plug 2 EACH $204.00 $408.00 2621 60" Manhole Over Depth 44 1 2611 4" Insulation 300 1 SF $3.60 $1,080.00 144 $518.40 Total - Bid Schedule "C" B !dule "D" - Sanitary Sewer $542,412.50 $529,117.90 Item No. Spec. Ref. Description Estimated Number of Units Unit Unit Cost Total Estimated Cost Used To -Date Extension 45 2621 24" RCP Class V 16'-18' Deep 48 LF $79.20 $3,801.60 32 $2,534.40 46 C.O. #1 24" RCP Class V 18'-20' Deep- DELETED LF $81.20 46A C.O. #1 24" DIP CL -52 18'-20' Deep 40 LF $131.80 $5,272.00 20 $2,636.00 47 2621 12" PVC SDR 26 14'-16' Deep 30 LF $50.40 $1,512.00 132 $6,652.80 48 2621 12" PVC SDR 26 16-18' Deep 200 LF $52.40 $10,480.00 212 $11,108.80 49 2621 12" PVC SDR 26 18'-20' Deep 208 LF $54.40 $11,315.20 65 $3,536.00 50 2621 8" PVC SDR 35 16-18' Deep 35 LF $36.40 $1,274.00 40 $1,456.00 51 2621 10" DIP CL 52 Force Main 572 LF $22.90 $13,098.80 4241 $9,709.60 52 2621 8" DIP CL 52 Force Main 572 LF $19.20 $10,982.40 424 $8,140.80 53 2621 24" RCP Plug 1 EACH 1 $252.00 $252.00 1 $252.00 54 2621 12" Plug 1 EACH $246.00 $246.00 55 2621 10" Plug 2 EACH $229.00 $458.00 56 2621 8" Plug 3 EACH $195.00 $585.00 1 $195.00 57 2621 48" Dia. Sanitary Sewer Manhole 0-8' Deep 1 EA $1,980.00 $1,980.00 1 $1,980.00 58 2621 48" Manhole Overde th 10 VF $90.00 $900.00 10 $900.00 59 2621 60" Diameter Sanitary Sewer Manhole 0-8' Deep 1 EA $2,745.00 $2,745.00 1 $2,745.00 59A C.O. #1 Rebuild MH No. 1 Base for 24" DIP Outlet 1 LS $1,144.88 $1,144.88 1 $1,144.88 60 2621 60" Manhole Over Depth 10 VF $141.00 $1,410.00 10 $1,410.00 61 2621 ITelevise Sanitary Sewer 561 ILF 1 $1.25 1 $701.25 Total - Bid Schedule "D" $68,158.13 $54,401.28 shared docs/municipaVaotsego/615/ot517PE BT - 2 Pay Estimate #3 10/8/2003 PAY 1=51IMATE NO. 3 City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road Bid Date: May 22, 2003, 2:00 PM -"JIMARY OF BIDDING TOTAL BID SCHEDULE "A" TOTAL BID SCHEDULE "B" TOTAL BID SCHEDULE "C" TOTAL BID SCHEDULE "D" TOTAL ALL BID SCHEDULES TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE LESS PREVIOUS PAYMENTS WE RECOMMENT PAYMENT OF: APPROVALS: CONTRACTOR: LATOUR CONSTRUCTION Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Tide: Date: OWNER: CITY OF OTSEGO Signed: Tide: Date: shared docs/municipal/aotsego/615/ot517PE BT -3 Pay Estimate #3 $69,098.50 $29,617.40 $542,412.50 $68,158.13 $709,286.53 ITEM:7.1 $29,554.32 $7,545.20 $529,117.90 $54,401.28 $620,618.70 $620,618.70 $31,030.94 $475,314.47 $114,273.30 10/8/2003 I x FFQ r EL WLL �o � d2�IA =RaV�S� _ 3.1 Pay Estimate No. 5 City of Otsego 85th Street NE October 7, 2003 (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Honorable Mayor & City Council City of Otsego 9899 Nashua Avenue NE Otsego, MN 55330 RE: 85TH STREET NE, MSAP 217-102-04 AND MSAP 217-102-05 AND PAGE AVENUE NE Contractor. Dresel Contracting Contract Amount: $1,772,947.80 Award Date: May 8, 2003 Completion Date: September 30, 2003 CONTRACTOR I otai bid Schedule "A" $403,497.10 $ 341,250.31 ot345pe/Pay Estimate 5 Pay Estimate No. 5 City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE CONTRACTOR Schedule "B" - Storm Sewer - No. 02-10 85th Street NE MSAP 217-102-04 Description Estimated Quantity Contract Unit Price contract Amount item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 42 18" RC Pie Apron 1 EACH $650.00 $650.00 1 $ 650.00 43 24" RC Pie Apron 1 EACH $1,050.00 $1,050.00 1 $ 1,050.00 44 15" HDPE Pipe Drain 310 LF $13.80 $4,278.00 307 $ 4,236.60 45 15" RC Pipe Sewer Design 3006 CL V all depths) 525 LF $21.30 $11,182.50 518 $ 11,033.40 46 18" RC Pipe Sewer Design 3006 CL III all depths) 690 LF $23.00 $15,870.00 668 $ 15,364.00 47 21" RC Pipe Sewer Design 3006 CL III all depths) 315 LF $26.50 $8,347.50 305 $ 8,082.50 48 24" RC Pipe Sewer Design 3006 CL III all de ths 460 LF $28.00 $12,880.00 433 $ 12,124.00 49 Connect to Existing Storm Sewer 1 EACH $350.00 $350.00 1 $ 350.00 50 Construct Drainage Structure 2' x 3' 6 EACH $1,400.00 $8,400.00 6 $ 8,400.00 51 Construct Drain a e Structure Design 48" 4020 9 EACH $1,850.00 $16,650.00 91$ 16,650.00 52 Construct Drain a e Structure 27" 1 AEACH $1,600.00 $1,600.00 1 $ 1,600.00 53 Random RipRap Class III 1 15 1 CY 1 151$ 1,125.00 Total Bid Schedule "B" Bid Schedule "C" - Streets - No. 02-06 85th Street NE MSAP 217-1 $82,383.00 $ 80,665.50 Item No. Description Estimated Quantity Contract Unit Price contract Amount usea to Date Extension 54 Mobilization 1 LS $25,000.00 $25,000.00 1 $ 25,000.00 55 Field Office Type D 1 EACH $4,500.00 $4,500.00 1 $ 4,500.00 56 Clearing and Grubbing 1 LS $4,000.00 $4,000.00 1 $ 4,000.00 57 Remove Sewer Pie Storm 497 LF $8.00 $3,976.00 597 $ 4,776.00 58 Remove Concrete Culvert 335 LF $8.00 1 $2,680.001 2911$ 2,328.00 59 Remove Metal Culvert 303 LF $6.00 $1,818.00 424 $ 2,544.00 60 Remove Pipe Culvert 40 LF $6.00 $240.00 1101$ 660.00 61 Remove Bituminous Curb 430 LF $1.00 $430.00 4301$ 430.00 ot345pe/Pay Estimate 5 Bid Schedule "D" - Storm Sewer - No. 02-06 85th Street NE MSAP 217-102-05 Item EstimatedContract No. Descri tion Quanti Price 107 12" RC Pipe A ron 1 EACH $375.0rice 108 15" RC Pie ron 4 EACH $400.0 109 18" RC Pipe Apron a r=er•u 110 111 24" RC Pipe Apron 12" RC Pipe Sewer Pay Estimate No. 5 15" RC Pipe Sewer 113 114 18" RC Pipe Sewer 21" RC Pipe Sewer CONTRACTOR 24" RC Pipe Sewer 116 117 City of Otsego Sawina Rit Pnvamam rF 1,600.00 $2,700.00 6 $ 2,700.00 $2,100.00 85th Street NE $ 2,100.00 2 $ 5,000.00 75 $ 5,625.00 (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE $2,400.00 470 $ 2,82C Bid Schedule "C" - Streets - No. 02-06 85th Street NE MSAP 217-102-05 Cont'd LF $2.00 $300.00 150 $ 300 Item No. Description Estimated Contrail Unit Contract Used to 11750 SY 91 4" Double Solid Line Yellow - Paint Qua tity 3750 Price Amount Date $4.00 Extension 92 4" Double Solid Line Yellow- E o LF 3750 LF $0.16 $600.00 3750 $ 600.00 93 4" Solid Line White - Epoxy 8500 LF $0.34 $0.17 $1,275.00 $1,445.00 $ _ 94 12" Solid Line White - E o 135 LF $3.00 $405.00 $ $ _ 95 96 Coniferous Tree 8' Ht. B & B 10 TREE $350.00 $3,500.00 $ _ 97 Deciduous Tree 8' Ht. BR 10 TREE $350.00 $3,500.00 $ _ 98 Trans lant Tree S ade Size 42" 11 TREE $200.00 $2,200.00 14 $ Trans lant Tree S ade Size 60" 11 TREE $300.00 $3,300.00 $ 2,800.00 99 100 Bale Check Silt Fence, T e Machine Sliced 50 EACH $7.00 $350.00 40 $ 280_00 101 Seeding- Type Lawn Restoration 5000 LF 7.5 ACRE $1.25 $1,280.00 $6,250.00 $9,600.00 2400 $ 3,000.00 102 103 Seedin Mixture - 606 Soddin - Type Lawn Restoration 1125 LBS $3.10 $3,487.50 $ $ _ _ 104 Erosion Control Blanket, Category 1 3000 SY 700 $2.00 $6,000.00 $ _ 105 Commercial Fertilizer, 10-10-10 SY 3750 LBS $1.35 $0.34 $945.00 $ 106 Hydraulic Soil Stabilizer -Type 6 9.4 TON $430.00 $1,275.00 $4,042.00 $ $ _ Total Bid Schedule "C" $730,718.50 $ 592,122.50 Bid Schedule "D" - Storm Sewer - No. 02-06 85th Street NE MSAP 217-102-05 Item EstimatedContract No. Descri tion Quanti Price 107 12" RC Pipe A ron 1 EACH $375.0rice 108 15" RC Pie ron 4 EACH $400.0 109 18" RC Pipe Apron a r=er•u 110 111 24" RC Pipe Apron 12" RC Pipe Sewer 112 15" RC Pipe Sewer 113 114 18" RC Pipe Sewer 21" RC Pipe Sewer 115 24" RC Pipe Sewer 116 117 Connect to Existing Construct Drainane x 121 Construct Skimmer Strut 122 Random RipRap Class III Total Bid Schedule "D" Bid Schedule "E" - Streets - No. 0, Item No. Desc 123 lMobili7afinn 126 Remove Metal Culvert 127 Remove Concrete Curb 128 Remove Concrete Drive 129 Remove Bituminous Pa, 130 Sawing Concrete Paven 131 Sawina Rit Pnvamam rF ot345pe/Pay Estimate 5 NE 1070 1050 223 3 2 5 12 2 LF Amount Date yUIKLIILA Price vnrs Extension $375.00 1 $ 375.00 $1,600.00 4 $ 1,600.00 $2,700.00 6 $ 2,700.00 $2,100.00 2 $ 2,100.00 $133,768.90 Quantity $ 336.00 yUIKLIILA Price vnrs 16,251.90 uo Date 25,760.00 1 27,613.00 R 6,384.00 1 1,200.00 1 3,200.00 $300.00 7,000.00 12 $ 21,600.00 2 $ 4,400.00 2 $ 5,000.00 75 $ 5,625.00 400 $ 131,144.90 Quantity yUIKLIILA Price vnrs Amount uo Date 1 LS $20,000.00 $20,000.00 1 Extension $ 20,OOC 1 LS $300.00 $300.00 1 $ 30C 6 LF $8.00 $48.00 6 $ 4E 400 LF $6.00 $2,400.00 470 $ 2,82C 150 LF $2.00 $300.00 150 $ 300 712 SF $1.25 $890.00 600 $ 750 11750 SY $0.65 $7,637.50 11750 $ 7,637 20 LF $4.00 $80.00 98 $ 392 570 LF $3.00 $1,710.001 526 $ 1,578 Pay Estimate No. 5 CONTRACTOR City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Schedule "F" - Streets - Nn n? -n9 Pane Avenue NE Cont'd .em No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 134 Salvage Casting 1 EACH $300.00 $300.00 1 $ 300.00 135 Common Excavation P 14800 CY $4.25 $62,900.00 14800 $ 62,900.00 136 Class 5 Aggregate Base 6100 TON $7.25 $44,225.00 6016 $ 43,616.00 137 Mill Bituminous Surface 2" 75 SY $4.00 $300.00 877 $ - 138 Type LV 4 Wearing Course Mixture C 2050 TON $34.40 $70,520.00 499.56 $ 17,184.86 139 Type LV 3 Non -Wearing Course Mixture B 1920 TON $27.20 $52,224.00 1879 $ 51,108.80 140 Bituminous Material For Tack Coat 700 GAL $1.25 $875.00 100 $ 125.00 141 Adjust Frame & Ring Casting 1 EACH $300.00 $300.00 1 $ 300.00 142 Concrete Curb & Gutter Design 8618 5380 LF $7.00 $37,660.00 5038 $ 35,266.00 143 6" Concrete Driveway Pavement 100 SY $26.50 $2,650.00 166 $ 4,399.00 144 6" Concrete Valley Gutter 50 SY $26.50 $1,325.00 89 $ 2,358.50 145 Traffic Control 1 LS $2,500.00 $2,500.00 1 $ 2,500.00 146 Sign Panels, Type C 73.5 SF $20.00 $1,470.00 1 $ - 147 4" Double Solid Line Yellow - Paint 2350 LF $0.16 $376.00 2350 $ 376.00 148 4" Double Solid Line Yellow - Epoxy 2350 LF $0.34 $799.00 $ - 149 4" Solid Line White - Epoxy 4150 LF $0.17 $705.50 $ - 150 12" Solid Line White - Epoxy 180 LF $3.00 $540.00 $ - 151 24" Solid Line White - Paint 110 LF $2.20 $242.00 $ - 152 Transplant Tree 11 TREE $200.00 $2,200.00 10 $ 2,000.00 153 Bale Check 26 EACH $7.00 $182.00 $ - 154 Silt Fence, Type Machine Sliced 1450 LF $1.25 $1,812.50 306 $ 382.50 155 Seeding - Type Lawn Restoration 1.3 ACRE $1,280.00 $1,664.00 $ - 156 Sodding - Type Lawn Restoration 3350 SY $2.00 $6,700.00 5912 $ 11,824.00 157 Seeding Mixture- 60B 125 LBS $3.10 $387.50 $ - 158 lCommercial Fertilizer, 10-10-10 820 LBS $0.34 $278.80 $ - 159 1 Hydraulic Soil Stabilizer Type 6 2.6 TON $430.00 $1,118.00 $ - Total Bid Schedule "E" $329,695.80 $ 270,542.16 SchPriiile "F" - Stnrm Sewer - No- 02-09 Pane Avenue NE Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 160 15" RC Pie Apron 5 EACH $400.00 $2,000.00 7 $ 2,800.00 161 24" RC Pie Apron 1 EACH $1,050.00 $1,050.00 1 $ 1,050.00 162 27" RC Pipe Apron 1 EACH $1,200.00 $1,200.00 1 $ 1,200.00 163 15" RC Pipe Sewer Design 3006 CL V all depths) 840 LF $21.30 $17,892.00 877 $ 18,680.10 164 21" RC Pipe Sewer Design 3006 CL III all depths) 625 LF $26.50 $16,562.50 611 $ 16,191.50 165 24" RC Pipe Sewer Design 3006 CL III all depths) 360 LF $28.00 $10,080.00 349 $ 9,772.00 166 27' RC Pipe Sewer Design 3006 CL III all depths) 285 LF $35.00 $9,975.00 274 $ 9,590.00 167 Connect to Existing Storm Sewer 1 EACH $400.00 $400.00 3 $ 1,200.00 168 Construct Drainage Structure 27" 2 EACH $1,800.00 $3,600.00 2 $ 3,600.00 169 Construct Drainage Structure 2'x 3' 6 EACH $1,400.00 $8,400.00 6 $ 8,400.00 170 Construct Drain a e Structure Design 48" 4020 8 EACH $1,800.00 $14,400.00 9 $ 16,200.00 171 lConstruct Drain a e Structure Design 54" 4020 1 EACH $2,200.00 $2,200.00 1 $ 2,200.00 172 1 Construct Skimmer Structure 1 EACH $2,500.00 1 $2,500.00 1 $ 2,500.00 173 lRandom RipRap Class III I35 CY $75.00 $2,625.00 35 $ 2,625.00 Total Bid Schedule "F" ot345pe/Pay Estimate 5 $92,884.50 $ 96,008.60 Pay Estimate No. 5 City of Otsego CONTRACTOR 85th Street NE LESS PAY ESTIMATE N0. 1 $75,586.70 (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE LESS PAY ESTIMATE NO. 3 SUMMARY OF BIDDING LESS PAY ESTIMATE NO. 4 $293,141.82 Total Bid Schedule "A" - Streets - No. 02-10 85th Street NE MSAP 217-102-04 Bid Schedule "B" - Storm Sewer - No. 02-10 85th Street NE MSAP 217-102-04 Bid Schedule "C" - Streets - No. 02-06 85th Street NE MSAP 217-102-05 $403,497.10 $82,383.00 $730,718.50 $341,250.31 $80,665.50 $592,122.50 Bid Schedule "D"- Storm Sewer- No. 02-06 85th Street NE MSAP 217-102-05 Bid Schedule "E" - Streets - No. 02-09 Page Avenue NE $133,768.90 $329,695.80 $131,144.90 $270,542.16 Bid Schedule "F" - Storm Sewer - No. 02-09 Page Avenue NE $92,884.50 $96,008.60 TOTAL ALL BID SCHEDULES $1,772,947.80 $1,511,733.97 TOTAL WORK COMPLETED TO -DATE LESS 5% RETAINAGE $1,511,733.97 LESS PAY ESTIMATE N0. 1 $75,586.70 LESS PAY ESTIMATE NO. 2 $101,241.50 LESS PAY ESTIMATE NO. 3 $351,038.21 LESS PAY ESTIMATE NO. 4 $293,141.82 WE RECOMMEND PAYMENT OF: $351,903.91 $338,821.83 APPROVALS: CONTRACTOR: Dresel Contracting, Inc. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER CITY OF OTSEGO Signed: Title: Date: • ot345pe/Pay Estimate 5 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: FROM: DATE: RE: NAC FILE: Otsego Mayor and City Council Daniel Licht, AICP 7 October 2003 Otsego — Nathe Highway 101 Market 176.02 — 03.37 ITEM 6.1 The Planning Commission considered plans for expansion of the Highway 101 Market at their meeting on 6 October 2003. Ken and Julie Nathe, the owners of the Highway 101 Market were present to represent their project. City Staff had judged the 5,175 square foot green house expansion to be a minor change to the approved site plan that did not require a PUD Amendment, so the application was not a public hearing. The Planning Commission solicited comments from the audience regarding the application, but none were offered. The Planning Commission had no questions or concerns regarding the proposed expansion. Following their discussion, the Planning Commission voted 6-0 to recommend to the City Council approval of the request subject to the conditions outlined below. The application will be considered by the City Council at their meeting on 13 October 2003 at 6:30 PM. A. Motion to approve site and building plans for a greenhouse expansion at the Highway 101 Market, subject to the following conditions: 1. The design and construction of the greenhouse is to be the same as that of the existing structure, including building height and extension of brick wainscoting along the west facade, subject to City Staff approval. 2. All grading and drainage issues are subject to review and approval of the City Engineer. 3. Comments of other City Staff. B. Motion to deny the request based on a finding that the application is inconsistent with the Comprehensive Plan and Zoning Ordinance. C. Motion to table the request. pc. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur Ken Nathe N CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Ken and Julie Nathe 10-07-03 FINDINGS & DECISION SITE AND BUILDING PLAN REVIEW APPLICATION: Request for site and building plan approval for a 5,175 square foot green house addition to the Highway 101 Market. CITY COUNCIL MEETING: 13 October 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 1, Block 1 of the Nathe Addition. B. The property lies within the East Sanitary Sewer Service District and is guided for commercial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned PUD, Planned Unit Development District and is within the WS, Wild, Scenic Recreational River Overlay District. D. The applicant is proposing a 5,175 square foot addition to the existing landscape supply and nursery retail store. The greenhouse is an incidental use to the principal use allowed within the PUD District. E. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Otsego Planning Commission considered the application at their regular meeting on 6 October 2003. Upon review of the application and evidence received, the Otsego 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 request for site and building plan review is hereby approved subject to the following conditions: The design and construction of the greenhouse is to be the same as that of the existing structure, including building height and extension of brick wainscoting along the west facade, subject to City Staff approval. 2. All grading and drainage issues are subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 13th day of October, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 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 ITEM 6.2 MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 October 2003 RE: Otsego — Grenins Mississippi Hills 2nd Addition NAC FILE: 176.02 — 03.31 The Planning Commission considered the application of Bulow Incorporated for a PUD - CUP amendment and preliminary/final plat to create two new single family lots at the northeast corner of the Grenins Mississippi Hills/Vintage Golf development. Mr. Chris Bulow was present to represent the project. Mr. and Mrs. Jon Standard spoke about their problems with stormwater drainage, which they believe were made worse when the golf course originally developed. Mr. and Mrs. Standard live in the Island View Estates subdivision on a lot abutting the Mississippi River. There is a stormwater drainage pipe put in at the time Island View Estates was developed that outlets at their property. The location of the outlet is such that stormwater drainage has eroded away the bluffline and much of the riverbank leaving a deep revene that is getting larger in the direction of their home. The City Engineer has been made away of the issue and inspected the property. It is anticipated that there will need to be a public improvement project to correct the issue, which is traced back to the original development with Island View Estates. There was one other comment related to stormwater drainage between the existing golf course and an adjacent lot, not directly pertinent to the issue of the two proposed lots. City Staff explained the City's requirements for stormwater drainage in terms of rate control and water quality. The City Engineer may provide more information on this subject at the City Council meeting if necessary The Planning Commission had a brief discussion of the project, mainly focusing on the stormwater drainage issues raised by the public. Following their discussion, the Planning Commission closed the public hearing and voted 6-0 to recommend approval of the application to the City Council. The application will be on the City Council meeting agenda for 13 October 2003 at 6:30 PM. A. Motion to approve the PUD -CUP and Preliminary/Final plat for Grenins Mississippi Hills 2nd Addition, subject to the following conditions: 1. The terms and conditions of the PUD -CUP approved 23 June 1999 shall remain in full force and effect and apply to Lots 1 and 2 of Grenins Mississippi Hills Second Addition. 2. The design of proposed on-site utility systems shall conform to Ordinance 91-24 and is subject to review and approval of the City Engineer. 3. The applicant shall pay a cash fee in lieu of land equal to $2,100 per lot or $4,200 in satisfaction of park and trail dedication requirements. 4. All grading, drainage, easements and utilities are subject to review and approval of the City Engineer. 5. Comments of other City Staff. B. Motion to deny the request based on a finding that the application is inconsistent with the Comprehensive Plan and City Code requirements for on-site sewage treatment. C. Motion to table the application. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Chris Bulow CITY OF 0 TSE G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Bulow Incorporated 10-07-03 FINDINGS & DECISION PUD -CUP AMENDMENT PRELIMINARY/FINAL PLAT APPLICATION: Request for a PUD -CUP amendment and preliminary/final plat to allow subdivision of two single family lots from Outlot A of Grenins Mississippi Hills. CITY COUNCIL MEETING: 13 October 2003 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 of Grenins Mississippi Hills B. The property lies within the Rural Residential Preserve and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -C, Residential Rural Open Space Cluster District with an overlaying PUD -CUP. D. The applicant submitted a preliminary/final plat for subdivision of two single family lots from Outlot A of Grenins Mississippi Hills. Outlot A was set aside in satisfaction of open space requirements for a golf course use in conformance with the requirements of the R -C District. Subdivision of the two proposed lots requires amendment of the established PUD -CUP. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The proposed development of a golf course surrounded by residential dwellings was found to be consistent with the intent of the R -C District as part of the original plat approval. The proposed amendment to subdivide two additional lots adjacent to the golf course would also be consistent with the intent of the Comprehensive Plan and R -C District provided that all applicable performance standards are met. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The area immediately surrounding the two proposed lots is developed with one -acre lots and single family dwellings. The two proposed lots will be compatible with these existing uses. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed subdivision will be required to meet all applicable performance standards, including provision of adequate on-site utilities. 4. The proposed use's effect upon the area in which it is proposed. Finding: The addition of two lots in this developed area will have negligible effect, except to add two additional home sites with amenity viewsheds of the existing golf course. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is anticipated additional traffic characteristic of single family uses, which can be accommodated by existing Kahler Avenue. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City s service capacity. F. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting 6 October 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing 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 request for a PUD - CUP amendment and the Grenins Mississippi Hills 2nd Addition Preliminary/Final Plat is hereby approved, subject to the following conditions: The terms and conditions of the PUD -CUP approved 23 June 1999 shall remain in full force and effect and apply to Lots 1 and 2 of Grenins Mississippi Hills Second Addition. 2. The design of proposed on-site utility systems shall conform to Ordinance 91-24 and is subject to review and approval of the City Engineer. 3. The applicant shall pay a cash fee in lieu of land equal to $2,100 per lot or $4,200 in satisfaction of park and trail dedication requirements. 4. All grading, drainage, easements and utilities are subject to review and approval of the City Engineer. PA PASSED by the Otsego City Council this 13th day of October, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 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 ITEM 6.3 MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 October 2003 RE: Otsego — Otsego Elementary; Temporary Classrooms NAC FILE: 176.02 — 03.34 BACKGROUND The Planning Commission held a public hearing on 6 October 2003 to consider application from Elk River School District 728 for a Zoning Ordinance amendment allowing temporary classrooms as an interim use in the INS District and for an interim use permit to locate one 1,900 square foot temporary classroom at Otsego Elementary. There were no public comments. Mr. Ronald Bratlie of the Elk River School District was present to represent the application. Mr. Bratlie indicated that the School District has a bond referendum on the ballot this fall that would provide funds for a new elementary school in Rogers, which would alleviate some of the capacity issues at Otsego Elementary. Mr. Bratlie also said that he has begun working with City Staff to locate potential site near the City's west sanitary sewer service district for a second Otsego elementary School. The ability to construct the Rogers or future Otsego facilities would depend on the referendum. The Planning Commission's discussion recognized the need for these facilities as part of a growing community. The Planning Commission closed the public hearing and voted 6-0 to recommend approval of the Zoning Ordinance amendment and approval of the interim use permit for a temporary classroom at Otsego Elementary. The application is to be considered by the City Council at their meeting on 13 October 2003 at 6:30 PM. Decision 1 - Zoning Ordinance (Text) Amendment A. Motion to approve a Zoning Ordinance text amendment to allow temporary classrooms as an interim use in the Institutional District. B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the Comprehensive Plan. C. Motion to table the application. Decision 2 - Interim Use Permit A. Motion to approve the IUP allowing the construction of a building for temporary classrooms in the Institutional District based on a finding that the request is consistent with the requirements of the Zoning Ordinance, subject to the following conditions: 1. The interim use permit shall terminate one (1) year from the date of approval, unless a longer period is approved by the City Council. 2. A building permit will be required to locate the temporary structure to the subject site and all building code issues are subject to review and approval of the Building Official. 3. The temporary classroom is located upon a gravel or other type surface to control dust and drainage, subject to review and approval of the City Engineer. 4. Comments of other City Staff. B. Motion to deny the application is inconsistent with the provisions of the Comprehensive Plan and Zoning Ordinance. C. Motion to table the application. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Ronald Bratlie 2 CITY OF GTSEG0 WRIGHT COL?INTTY, NUNN] ESOTA APPLICANT: Elk River School District 728 10-07-03 FINDINGS & DECISION ZONING ORDINANCE AMENDMENT APPLICATION: Request for a Zoning Ordinance amendment to allow temporary classroom facilities as an interim use within the INS District. CITY COUNCIL MEETING: 13 October 2003 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 applicant is proposing to locate temporary classroom facilities at Otsego Elementary School, which is within an INS, Institutional District. B. The proposed temporary classroom structures do not meet the building construction and material requirements outlined by Chapter 17 of the Zoning Ordinance. C. The applicant has requested an amendment of the Zoning Ordinance to allow temporary classrooms as an interim use within the INS District. D. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-2.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 states that public facilities are to provide the highest standards of design to serve as examples to private development, which is exemplified by the design and construction of Otsego Elementary School. However, the demands of public planning and finance dictate significant lead time for capital projects such as school expansions or new school buildings. As such, it is necessary to consider allowance of temporary classroom facilities as an interim measure until more permanent facilities can be provided. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed location of temporary classroom facilities will not significantly alter the compatibility of the school use with surrounding properties. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed location of temporary classrooms as an interim use will be required to meet all applicable performance standards to protect site function and ' compatibility. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed interim use will allow for better delivery of school programs and allow time to plan and budget for expansion of the existing school. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is not anticipated to generate significant additional traffic. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. F. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting 6 October 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing 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 request for a Zoning Ordinance amendment and is hereby approved in the form attached hereto as Exhibit A. PASSED by the Otsego City Council this 13th day of October, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO ALLOW FOR TEMPORARY CLASSROOMS FOR A PUBLIC SCHOOL AS AN INTERIM USE WITHIN THE INS, INSTITUTIONAL DISTRICT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 20-90-3 of the Otsego Zoning Ordinance (INS District —Interim Uses) is hereby amended to add the following provisions: B. Temporary classroom structures for a public school, provided that: 1. The interim use permit shall terminate one (1) year from the date of approval, unless a longer period is approved by the City Council. 2. The temporary structure shall be subject to all principal building setbacks and shall not occupy or disrupt on-site parking, loading or vehicle or pedestrian circulation or outdoor recreation areas. 3. Off-street parking stalls shall be provided for the temporary structure as required by Section 21 of the Zoning Ordinance. 4. Any exterior lighting shall comply with Section 20-16-17 of this Chapter. 5. The structure shall meet all requirements of the State Building Code. 6. Provisions for water and sewer service for the temporary structure shall be subject to review and approval of the Building Official. EXHIBIT A Section 2. This Ordinance shall become effective immediately upon its passage and publication. PASSED by the Otsego City Council this 13th day of October, 2003. CITY OF OTSEGO Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Elk River School District 728 10-07-03 FINDINGS & DECISION INTERIM USE PERMIT APPLICATION: Request for an interim use permit to allow temporary classroom facilities at Otsego Elementary within the INS District. CITY COUNCIL MEETING: 13 October 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The applicant is proposing to locate temporary classroom facilities at Otsego Elementary School, which is within an INS, Institutional District. The proposed temporary classroom structures are allowed as an interim use within the INS District, subject to Section 20-90-3.13 of the Zoning Ordinance. C. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan states that public facilities are to provide the highest standards of design to serve as examples to private development, which is exemplified by the design and construction of Otsego Elementary School. However, the demands of public planning and finance dictate significant lead time for capital projects such as school expansions or new school buildings. As such, it is necessary to consider allowance of temporary classroom facilities as an interim measure until more permanent facilities can be provided. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed location of temporary classroom facilities will not significantly alter the compatibility of the school use with surrounding properties. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed location of temporary classrooms as an interim use will be required to meet all applicable performance standards to protect site function and compatibility. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed interim use will allow for better delivery of school programs and allow time to plan and budget for expansion of the existing school. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding. Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is not anticipated to generate significant additional traffic. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. F. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting 6 October 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing 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 request for an interim use permit allowing a temporary classroom structure at Otsego Elementary is hereby approved, subject to the following conditions: The interim use permit shall terminate one (1) year from the date of approval, unless a longer period is approved by the City Council. 2. A building permit will be required to locate the temporary structure to the subject site and all building code issues are subject to review and approval of the Building Official. 3. The temporary classroom is located upon a gravel or other type surface to control dust and drainage, subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 13th day of October, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 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 ITEM 6.4 MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 October 2003 RE: Otsego — Waterfront East NAC FILE: 176.02 — 03.33 BACKGROUND At their meeting on 6 October 2003, the Planning Commission held a public hearing to consider the application for rezoning, PUD Development Stage Plan and preliminary plat submitted by Landcor Construction, Inc. for the proposed Waterfront East development. There were no public comments. Mr. Robert Fields and Audie Tarpley of Landcor Construction, Inc. attended the meeting to represent the project. The applicants described the project and presented new information on the proposed residential uses not previously submitted or reviewed as part of the planning and engineer reports. The applicant's also reviewed their plans to address impervious surface issues for the project and provided a comparison of the parking fields for their project with that at Arbor Lakes in Maple Grove showing similar overall areas. The Planning Commission's discussion focused on aspects of the project and also the condition of the submitted plans related to a preliminary plat approval. City Staff advises against approval of the preliminary plat at this time due to significant unresolved issues related to the design and location of interchange ramps with TH 101, submission of grading and drainage plans incorporating low impact development techniques to address impervious surface issues, and completion of the mandatory environmental review currently in progress. City Staff did indicate that a concept plan approval would be appropriate based on the submitted information. Following further discussion with the applicant concerning their necessary timeframes and project schedule, the Planning Commission voted 5-1 to recommend approval of a concept plan subject to the 24 conditions outlined in the Planning Report from this office. The Planning Commission subsequently voted 6-0 to continue the public hearing on the rezoning, PUD Development Stage Plan and preliminary plat to their meeting on 3 November 2003 with direction to the applicant to continue working with staff to resolve the identified issues. Consideration of a PUD Concept Plan for the proposed Waterfront East development will be scheduled for discussion by the City Council at their meeting on 13 October 2003 at 6:30 PM. A. Motion to approve a PUD Concept Plan for Waterfront East, subject to the following conditions: 1 • Approval of the preliminary plat does not guarantee sanitary sewer capacity. Sanitary sewer capacity shall only be allocated to approved final plats with executed development contracts to assure the City of timely development. 2. The submitted EAW is to be processed in accordance with Minnesota Rules and Section 38 of the Zoning Ordinance. 3. The applicant shall revise the development plans to utilize Low Impact Development techniques to minimize the effects of impervious surface equal to an area not exceeding 25 percent, subject to review and approval of the City Engineer. 4. The preliminary plat is revised to reflect the design of a standard diamond interchange at TH 101 and CSAH 39/901h Street and provide for dedication of necessary right-of-way, subject to approval of the City Engineer. 5. The preliminary plat is revised to designate the area for residential use as an outlot. 6. The design of the private driveway accessing the residential units shall be 28 feet wide with concrete curb and gutter with an adjacent 5 foot sidewalk. The northern access to this roadway is to be redesigned to encourage traffic flow into the commercial parking and discourage through traffic into the residential neighborhood. The design of all private roadways and bridges is subject to review and approval of the City Engineer. 7. The development plan is revised to eliminate the 59 parking stalls at the west edge of Lots 4 and 5 to provide a green landscape area with two staggered rows of ornamental and boulevard trees, subject to City Staff review and approval. 2 8. A cross parking and access easement shall be recorded against all lots within the PUD District, subject to approval of the City Attorney. 9. The total gross floor area of restaurants within the PUD District shall not exceed 25,150 square feet, unless approved as part of a PUD development plan amendment. 10. The building plans for the commercial structures shall be revised to specified proposed exterior facade materials. 11. The applicant shall submit scale elevations depicting the exterior of the proposed residential structures, including all exterior building materials. 12. The maximum height of any building shall be 35 feet. 13. The landscape plan is revised to specify the type, size, quantities and location of all proposed plantings for the commercial and residential elements of the project. An inventory of existing trees adjacent to the Mississippi River shall be submitted and additional plantings provided as necessary to supplement existing vegetation to screen the riverway. 14. The following setbacks shall apply within the PUD District, except for Lots 4 and 5 which shall be allowed a zero setback on their common side lot line: lor 7�,, Private Adj. WetlandT:7: WM Bluff Street Bldgs. �ei HResidenfial Oft. 20ft. 40ft.5ft. 30ft 25ft. ' z sum of 40bldg. heigh M Blusall apply, whichevertis greater=. 15. The residential portion of the project shall provide 5,000 square feet of lot area per dwelling unit. 16. The PUD Design Guidelines dated shall apply to development plan and are incorporated as part of the PUD District. 17. The preliminary plat and development plan shall be revised to create an outlot adjacent to the Mississippi River generally including the 75 foot setback area to be dedicated to the City. The developer shall construct an 8 foot wide trail within the outlot at their cost. 3 18. Construction of a pedestrian bridge over TH 101 shall be subject to review and approval of the City Engineer and MNDoT. Construction of the pedestrian bridge shall be at the applicant's cost with potential credits for park and trail dedication fees, subject to approval of the City Council. 19. Any and all park and trail dedication requirements shall be subject to review and approval of the City Council. 20. A lighting plan shall be submitted indicating the location, type and illumination pattern of all proposed exterior lighting, subject to consistency with the PUD District Design Guidelines and City Staff review and approval. 21. All signs must comply with the provisions of the PUD Design Guidelines and Section 37 of the Zoning Ordinance. Only one freestanding sign shall be allowed per lot and only for Lots 1, 2, 3, and 5. All freestanding signs must be located on the property on which the business identified is located. A sign permit is required prior to construction of any signs. 22. The development plan is subject to the performance standards of Section 20-94-7.13 and 20-94-7.0 of the Zoning Ordinance unless a Letter of Map Revision from the U.S. Army Corps of Engineers is submitted removing portions of the subject site from the 100 -year floodplain. 23. All grading, drainage, utilities and easements are subject to review and approval of the City Engineer. 24. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table the request. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Patty Fowler Bob Fields Audie Tarpley .19 CITY OF 0TSEGO WRIGHT COUNTY, MENNI ESOTA APPLICANT: Landcor Construction, Inc. 10-07-03 FINDINGS & DECISION PUD CONCEPT PLAN APPLICATION: Request for a PUD Concept Plan for development of 270,000 square feet of commercial floor space and approximately 60 residential dwellings entitled "Waterfront East". CITY COUNCIL MEETING: 13 October 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the East Sanitary Sewer Service District and is guided for commecial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service District. The property is also within WS, Wild, Scenic Recreational River Overlay District. D. The project is to be developed under a PUD, Planned Unit Development District. The information submitted in support of the application is sufficient for concept plan review only in accordance with Chapter 36 of the Zoning Ordinance. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Comment: The 2001 Comprehensive Plan guides the subject site for commercial land use as part of the City's primary service center focused around the TH 1011CSAH 39 intersection. The proposed mix of 270,000 square feet of commercial uses including a theater, supermarket, retail stores and restaurants is consistent with the Comprehensive Plan. The Comprehensive Plan acknowledges the current Mississippi River Wild, Scenic and Recreation River management plan, implemented through Section 95 of the Otsego Zoning Ordinance, as restricting commercial use of the site. However, the DNR initiated an update of the management plan in 1998 and released a draft document that would potentially make allowances for commercial land use in this area. Although not formally adopted, the City of Otsego intends to utilize the performance standards outlined the draft management plan through a PUD District in order to implement its Comprehensive Plan. The City seeks to realize a project consistent with its goals for commercial development of the subject site while at the same time N C! 5 consistent with the intent of protecting the Mississippi River corridor as a valuable natural resource. The proposed development plan includes 60 residential units in 13 buildings along the Mississippi River. Although not anticipated by the Comprehensive Plan, the Proposed residential uses offer a land use more compatible with the natural river corridor, create immediate market support for the proposed residential use and take better advantage of the site's amenities than the commercial usesoriented towards TH 101 based on market factors. The proposed use's compatibility with present and future land uses of the area Comment: The subject site is situated between TH 101 and the Mississippi River in the northeast part of the community. The only adjacent use is the Highway 101 Market, a garden and landscape supply store. The proposed mix of commercial and residential uses is ideally oriented to take advantage of the amenities available to both land uses. Furthermore, the proposed development provides an opportunity to buffer the Mississippi River corridor from the impacts associated with traffic on TH 101. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Comment: The proposed use will conform to applicable performance standards of the Zoning Ordinance and specific approvals granted through the PUD process. Specific to the Wild and Scenic District performance standards, the City's intention is to implement the requirements outlined in the draft management plan: District Existing Proposed Land Use Subdist. C Rivertown Lot Size Sin le Famil Local Lot Width 2.5ac. 200ft. Local Density 1 unit Local Local Water Setback 100ft. 100ft.175ft. Tributa Setback 100ft. 100ft./75ft. Structure Height 35ft. Local Bluff Setback 20ft. 30ft. Max.lmpervious 25% 25% 1. 100ft. is unsewered, 75ft. if sewer. The proposed use's effect upon the area in which it is proposed. Comment: The proposed use will have a positive impact on the community, expanding retail and service business opportunities and increasing the local tax base. The project also provides for additional public access to the Mississippi River corridor and enhancement of natural buffers protecting its character. The proposed use's impact upon property values of the area in which it is proposed. Comment: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 2 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Comment: The proposed use is anticipated to generate significant additional traffic. Improvements to provide capacity for existing traffic and that generated by the project are currently be planned for construction in 2006. 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 provided that it is phased with expansion of sanitary sewer and water capacities and adequate improvements are made to local and regional transportation systems as currently planned. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The engineering review dated prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting 6 October 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission continued the public hearing on applications for Zoning Map amendment, PUD Development Stage Plan and preliminary plat and recommended by a 5-1 vote that the City Council approve the request as a PUD Concept Plan based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for a PUD Concept Plan is hereby approved, subject to the following conditions: Approval of the preliminary plat does not guarantee sanitary sewer capacity. Sanitary sewer capacity shall only be allocated to approved final plats with executed development contracts to assure the City of timely development. 2. The submitted EAW is to be processed in accordance with Minnesota Rules and Section 38 of the Zoning Ordinance, 3. The applicant shall revise the development plans to utilize Low Impact Development techniques to minimize the effects of impervious surface equal to an area not exceeding 25 percent, subject to review and approval of the City Engineer. 4. The preliminary plat is revised to reflect the design of a standard diamond interchange at TH 101 and CSAH 39/90th Street and provide for dedication of necessary right-of-way, subject to approval of the City Engineer. 5. The preliminary plat is revised to designate the area for residential use as an outlot. 6. The design of the private driveway accessing the residential units shall be 28 feet wide with concrete curb and gutter with an adjacent 5 foot sidewalk. The northern access to this roadway is to be redesigned to encourage traffic flow into the commercial parking and discourage through traffic into the residential neighborhood. The design of all private 3 roadways and bridges is subject to review and approval of the City Engineer. 7. The development plan is revised to eliminate the 59 parking stalls at the west edge of Lots 4 and 5 to provide a green landscape area with two staggered rows of ornamental and boulevard trees, subject to City Staff review and approval. 8. A cross parking and access easement shall be recorded against all lots within the PUD District, subject to approval of the City Attorney. 9. The total gross floor area of restaurants within the PUD District shall not exceed 25,150 square feet, unless approved as part of a PUD development plan amendment. 10. The building plans for the commercial structures shall be revised to specified proposed exterior facade materials. 11. The applicant shall submit scale elevations depicting the exterior of the proposed residential structures, including all exterior building materials. 12. The maximum height of any building shall be 35 feet. 13. The landscape plan is revised to specify the type, size, quantities and location of all proposed plantings for the commercial and residential elements of the project. An inventory of existing trees adjacent to the Mississippi River shall be submitted and additional plantings provided as necessary to supplement existing vegetation to screen the riverway. 14. 15 16. The following setbacks shall apply within the PUD District, except for Lots 4 and 5 which shall be allowed a zero setback on their common side lot line: The residential portion of the project shall provide 5,000 square feet of lot area per dwelling unit. The PUD Design Guidelines dated shall apply to the development plan and are incorporated as part of the PUD District. 17. The preliminary plat and development plan shall be revised to create an outlot adjacent to the Mississippi River generally including the 75 foot setback area to be dedicated to the City. The developer shall construct an 8 foot wide trail within the outlot at their cost. 18. Construction of a pedestrian bridge over TH 101 shall be subject to review and approval of the City Engineer and MNDoT. Construction of the pedestrian bridge shall be at the applicant's cost with potential credits for park and trail dedication fees, subject to approval of the City Council. 4 Arterial/ Local Privat Adj. Wetland OHW Bluff Collector Street a Bldgs. M' Street Street Commer 65ft. 35ft. Oft. 20ft. 40ft. 75ft. 30ft. cial Residen 65ft. 35ft 25ft. Y2 sum 40ft. 75ft. 30ft. tial of bldg. height 1. The OHWM or Bluff setback shall apply, whichever is greater. The residential portion of the project shall provide 5,000 square feet of lot area per dwelling unit. The PUD Design Guidelines dated shall apply to the development plan and are incorporated as part of the PUD District. 17. The preliminary plat and development plan shall be revised to create an outlot adjacent to the Mississippi River generally including the 75 foot setback area to be dedicated to the City. The developer shall construct an 8 foot wide trail within the outlot at their cost. 18. Construction of a pedestrian bridge over TH 101 shall be subject to review and approval of the City Engineer and MNDoT. Construction of the pedestrian bridge shall be at the applicant's cost with potential credits for park and trail dedication fees, subject to approval of the City Council. 4 19. Any and all park and trail dedication requirements shall be subject to review and approval of the City Council. 20. A lighting plan shall be submitted indicating the location, type and illumination pattern of all proposed exterior lighting, subject to consistency with the PUD District Design Guidelines and City Staff review and approval. 21. All signs must comply with the provisions of the PUD Design Guidelines and Section 37 of the Zoning Ordinance. Only one freestanding sign shall be allowed per lot and only for Lots 1, 2, 3, and 5. All freestanding signs must be located on the property on which the business identified is located. A sign permit is required prior to construction of any signs. 22. The development plan is subject to the performance standards of Section 20-94-7.8 and 20- 94-7.0 of the Zoning Ordinance unless a Letter of Map Revision from the U.S. Army Corps of Engineers is submitted removing portions of the subject site from the 100 -year floodplain. 23. All grading, drainage, utilities and easements are subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 13th day of October, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 5 Hakanson 1 Anderson Assoc., Inc. ENGINEERING REVIEW Commercial Subdivision Preliminary Plat Review for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Mike Robertson, Administrator cc: Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Jeff Shopek, P.E., Loucks Associates Bob Fields, LandCor Construction, Inc. Steve Fischer, LandCor Construction, Inc. ITEM X6_4_ Review No. 1 Reviewed by: Ronald J. Wagner, P.E. Shane Nelson, E.I.T. Date: October 3, 2003 Proposed Development: Otsego Waterfront East Location of Property: A portion of the E Y2 of the SE Y4 of Sec. 15 T121 N R23W and a portion of the W %2 of Sec. 14 T121 R23W located in Wright County, Minnesota Applicant: LandCor Construction, Inc. 9464 Hemlock Lane Maple Grove, MN 55369 Developer: LandCor Construction, Inc. Owner: Waterfront East LLC Purpose: Provide commercial and townhouse development along TH 101 and the Mississippi River Jurisdictional Agencies (but not limited to): Wright County Mn/DOT Minnesota Department of Natural Resources Permits Required (but not limited to): Wright County R.O.W. NPDES Mn/DOT R.O.W. Mn/DOT Stormwater Permit Page 9 E:1Municipaf\Aotsego2xxx12272\ot2272RVW 1.doc ITEM 3.3.0 TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS PRELIMINARY PLAT STREETS PRELIMINARY GRADING PLAN WETLANDS SURFACE WATER MANAGEMENT TRAFFIC/ACCESS ISSUE SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION Page 2 E:\MunicipaMotsego2xxx\2272\ot2272RVW1.doc ITEM 3.3.0 INFORMATION AVAILABLE Title Sheet, dated 8/26/03, by Loucks Associates Preliminary Existing Conditions, dated 8/26/03, by Loucks Associates Preliminary Site Plan, dated 8/26/03, by Loucks Associates Site Layout Plan, not dated, by Loucks Associates Preliminary Plat, dated 8/26/03, by Loucks Associates Preliminary Grading, Drainage, & Erosion Control Plan, dated 8/26/03, by Loucks Associates Preliminary Utility Plan, dated 8/26/03, by Loucks Associates Preliminary Grading Details, dated 8/26/03, by Loucks Associates Preliminary Utility Details, dated 8/26/03, by Loucks Associates Preliminary Landscape Plan, not dated ALTA/ACSM Land Title Survey, dated 8/11/2003, by Loucks Associates City of Otsego Engineering Manual, March 1999, 5/12/03 Revision Trunk Stormwater Facilities Study for Portions of Mississippi Watershed District, Feb. 2000 City of Otsego Zoning and Subdivision Ordinances, February 1991, Amendments through October 14, 2002 EXISTING CONDITIONS 1. Revise to depict floodway and floodway fringe zones on the plan. 2. Call out existing NWL or ordinary high water level and 100 -year flood elevations for the Mississippi River and any sedimentation basins within 150' of the proposed plat. (21-6-2.13.9.) 3. Depict existing easements on the plan. (21-6-2.B.4.) 4. It is unknown what the line crossing T.H. 101 just to the west of the trunk watermain and sanitary sewer stubs represents. Please label. ' 5. The plan shall be easily readable. Much of the text is too small to be legible. Page 3 E:\MunicipaMotsego2xxx12272\ot2272RVW1.doc ITEM 3.3.0 6. Street names shall be labeled on the plan. (21-6-2.B.4.) 7. Existing zoning classifications for land in and abutting the proposed plat shall be shown on the plan. (21-6-2.B.2.) 8. Identify name and ownership of adjoining subdivided and unsubdivided land. (21-6- 2.13.6.) 9. Developer shall investigate, with the help of the City, Mn/DOT deeding back Quantrelle Ave NE and 90th Street NE right-of-way so more options are available when setting intersections and building locations. PRELIMINARY PLAT 1. Preliminary plat shall clearly depict all lots, blocks, and outlots. Lot and block numbers shall be labeled. (21-6-2.C.6) 2. Existing contours, proposed pond grading, and grading notes are not considered necessary on the Preliminary Plat sheet when a separate Preliminary Grading, Drainage & Erosion Control Plan is provided within the plan set. 3. It does not appear that the Quantrelle Avenue NE right-of-way is being properly depicted. Quantrelle Avenue NE and 90th Street NE are under Mn/DOT control and needs Mn/DOT approval for vacation. 4. Although no floor elevation is given, the proposed underground parking appears to be much below the 100 -year flood elevation of the Mississippi River, which would not be allowed. 5. Overall, consider "cleaning up" the Preliminary Plat sheet to depict only the pertinent information. Information such as building and parking lot layouts, first floor elevations, building types, parking stall counts, and retaining wall information shall be removed from the Preliminary Plat sheet, as that information is on the Site Plan. 6. We recommend revising the site map (zooming out) to show a larger area. Also, we recommend shading or hatching the site to clearly depict the limits. STREETS 1. The intersection of Quantrelle Avenue and 90th Street is too close to the intersection with the future on-ramp to Trunk Highway 101. The intersection shall be moved to the east. 2. Layout of proposed streets, public right-of-way's, and street names shall be depicted. Include horizontal curve information. (21-6-2.C.1.) 3. Include typical sections for streets and parking lots. Bituminous shall be in accordance with Mn/DOT 2350. Type B618 curb and gutter will be required. Page 4 E:WunicipaMotsego2xxx\2272\ot2272RV W1.doc ITEM 3.3.0 4. Although sufficient data to was not provided, streets do not appear to meet City standards for public streets. TRAFFICIACCESS ISSUE 1. Access will be provided by Trunk Highway 101 and 90th Street NE. Mn/DOT has plans that a future 90th Street NE interchange will be constructed at the T.H. 101 crossing. 2. Public right-of-way from 90th Street NE to Quantrelle Avenue south of the proposed plat must be maintained. PRELIMINARY GRADING PLAN NWL, 2 -YR, 10 -YR, and 100 -YR elevations shall be called out for all sedimentation basins. 2. All sedimentation basins must be constructed per City standards. The permanent pool average depth shall be 4' minimum, 10' maximum. Basins shall have a 10' wide bench at a 10:1 slope beginning at the NWL, shall have a maximum side slope of 4:1 above the NWL and a maximum side slope of 3:1 below the 10:1 bench. All sedimentation basins shall utilize a skimmer structure. (5.0.E) 3. 1' of freeboard shall be provided from the 100 -year pond elevation to the top of the perimeter berm or pond limits. 4. Garage floor shall be a minimum of 18" above the adjacent street. (21-7-4.C.) 5. Soil boring locations shall be shown on the plan. 6. Show the overhead wires and easements on the plan. 7. The ordinary high water level and 100 -YR flood elevations for the Mississippi River shall be called out on the plan. 8. Depict the floodway of the Mississippi River on the plan. WETLANDS 1. Submit a wetland delineation report or a certificate stating that no wetlands are present. SURFACE WATER MANAGEMENT 1. Submit a complete stormwater drainage report, as outlined in Appendix C, Section 7.0 of the Engineering Manual, for review. Page 5 E:\Municipal\Aotsego2xxx\2272\ot2272RVWI.doc ITEM 3.3.0 2. Although no computations have been submitted for review, it appears that the stormwater ponds may not have sufficient storage. SANITARY SEWER COLLECTION SYSTEM 1. A sanitary sewer stub shall be provided to the property to the south for possible future connection. This sanitary sewer line must follow the most efficient route to the serve areas south of the proposed plat in order to maximize areas that can be served by gravity sewer. SAC credit will be given for any extra depth or extra sewer lines required. 2. All sanitary sewer manholes shall be coated inside and out with hi -build tneme tar 46H-413 or approved equal. 3. Chimney seals are required for all sanitary sewer manholes. WATER DISTRIBUTION SYSTEM 1. Hydrant spacing shall be a maximum of 300'. 2. The watermain shall be internally looped wherever possible. Additional lines are needed for the loops. 3. Watermain must be looped under T.H. 101 to 88th Street NE. Some WAC credit will be given. ENVIRONMENTAL 1. Submit a statement certifying the environmental condition of the site. (21-6-2.B.10.) OTHER CONSIDERATIONS 1. Submit a geotechnical report for review. (21-6-2.13.11.) 2. Submit a Letter of Map Revision to FEMA, as a good portion of the site is located within the floodplain of the Mississippi River. Without this "LOMR" the properties may have difficulties being insured. 3. Submit plans to Minnesota DNR for review. 4. Submit plans to Mn/DOT for review. SUMMARY AND/OR RECOMMENDATION Not recommend for approval. Review was not able to discuss all aspects due to incompleteness of preliminary plans. Revise and resubmit for review. Page 6 E:\Municipal\Aotsego2xxx\2272\ot2272RVW1.doc MEMORANDUM To: Mr. Ron Wagner, PE; Otsego City Engineer From: Mr. Jim Johnson, PE; Transportation Engineer Date: October 2, 2003 Re: Review of Traffic Section (Item #21) Environmental Assessment Worksheet (EAW) Otsego Waterfront East HAA Project No. OT2272 Pursuant to your request, I have reviewed the Trak Section (Item #21) of the Environmental Assessment Worksheet (EAW) for the Otsego Waterfront East Development, dated September 25, 2003, and I would offer the following comments: 1. The initial sentences of response to the traffic section state that 13,210 trips will ultimately be generated by this proposed development on a daily basis, 415 trips during the AM peak traffic hour and during the PM peak traffic hour. However, the text fails to reference Appendix E where the supporting documentation for this trip generation data is provided. 2. Specifically regarding Appendix E: A. The trip generation rates for each land use should be provided for the daily trips, the AM peak traffic hour trips and the PM peak traffic hour trips as -well as the percent of trips inbound versus outbound for each of those time periods; B. The trip generation rates for the condominium/townhouse units are not consistent with those found in "Trip Generation — 6`h Edition" as published by the Institute of Transportation Engineers; C. The commercial/retail square footage in this table totals 258,290 s.f. as compared to 271,000 s.f referenced in the response to Item #4; the 232,000 s.f. listed in the second paragraph of the response to Item #6b; the 270,000 s.f. identified in the third paragraph of the response to Item #6b; and the 225,750 s.f. listed in the response to Item #7; E:\MunicipallAotsego2xxx12272\ot2272rwmemodoc.doc D. What is the purpose of the three (3) columns entitled "method" and what do the letters E, R and N found in those columns mean or represent; and E. At the bottom of the table, "gross" and "net" trips are estimated on a daily basis as well as during the AM and PM peak traffic hours, but no rationale is provided to explain the size and justification for such a reduction in the number of trips. 3. Regardless of whether TH #101 is being upgraded to a freeway and a grade -separated interchange is being proposed at the intersection of TH #101 with CSAH #39/90` Street, a traffic impact analysis of the development area streets and intersections needs to be prepared. That traffic impact study should include the following information in addition to the trip generation data found in Appendix E. A. A trip distribution model; B. The estimated background (without development) traffic volumes on the area streets and highways (including TH #101, CSAH #39, 90th Street, CSAH #42 and the east frontage road to the south of the development) for the first and ultimate year of development; C. The estimated background plus development traffic volumes on the area streets and highway in the initial and ultimate years of development; D. An analysis of the level -of -service on the area streets, highways and intersections, both with and without this development's traffic, for the initial and ultimate years of development; E. Recommended improvements on the area streets, highways and intersections to provide an acceptable level -of -service (level of service D or better recommended). This data and information is needed for the following intersections at a minimum. I. 90th Street and Quantrelle Ave. 2. TH #101 and CSAR 39/90th Street if at -grade or at TH #101 ramps with CSAH #39/90'h Street intersections if grade separated; and 3. CSAR #39 with CSAH #42. 4. The above analysis is needed to evaluate the layout and geometrics of the area streets and intersections (i.e. — number of thru and auxiliary turn lanes, intersection spacing, traffic control, etc.). As an example, the spacing between the 90th Street/East Frontage Road intersection and the 90th Street/Northbound on-ramp to TH #101 (in the southeast quadrant of the interchange) intersection appears to be woefully inadequate as shown on Exhibit CZ -1 in the "Figures" section of the EAW. E:\MunicipaMotsego2xxx\2272\ot2272rwmemodoc.doc 5. The response text to Item #21 does not reference the Mn/DOT Highway 10 1/ 169 corridor plan excerpts found in Appendix D. However, this corridor study does not appear to be particularly useful for this EAW other than to document that TH #101 is proposed to be vraded to a freeway with a grade -separated interchange at TH #101 — CSAH #39/90 Street intersection. In particular, the projected traffic volumes thru Otsego, as found in Table 2, appear suspect when compared to the projected volumes to the south (in Rogers) and the north (in Elk River). I would not encourage the use of those projected year 2015 and 2025 volumes thru Otsego. E:\MunicipaMotsego2xxx\2272\ot2272rwmemodoc.doc MEMORANDUM Date: October 3, 2003 To: Pinnacle Engineering From: Ronald J. Wagner, PE Otsego City Engineer CC: Mike Robertson, Administrator Judy Hudson, Clerk Bob Fields, Landcor Andy MacArthur, City Attorney Dan Licht, City Planner Re: EAW Review for Otsego Waterfront East We have reviewed the EAW and have the following comments: Parts of sections 15 and 23 are also included in the project area. Township is 121N, not 32N. 8. Other permits required are MN Dept. of Health- Watermain Ext. and MPCA Sanitary Sewer Extension. 13. Add the word "each" between of and pumping in the 4th sentence so it reads, "The wells are capable of each pumping 500 gallons of water per minute..." 18c. Change the 1St sentence response to read: The wastewater will be discharged and treated at the East Otsego wastewater treatment facility, which is currently permitted for 400,000 gallons per day and has a permit application before MPCA for upgrading to handle an additional 1.1 million gallons per day. We have attached our transportation engineers response to the traffic portions of the EAW. This area of the EAW is lacking supporting criteria required to show that environmental concerns of additional traffic congestion is not an issue. Please revise and resubmit. E:\Municipai\Aotscgo2xxx\2272\ot2272rwEAWreview.doc 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 ITEM 6.5 MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP RE: Otsego — Vetsch Farm; Comprehensive Plan Amendment REPORT DATE: 8 October 2003 120 -DAY DATE: 25 October 2003 NAC FILE: 176.02 — 03.24 CITY FILE: 2003-31 BACKGROUND The Otsego City Council tabled consideration of the Comprehensive Plan amendment related to the above referenced project at their meeting on 25 August 2003 to allow the applicant an opportunity to consider a mixed use development plan for the site and further review the costs of extending sewer and water utilities to the subject site. Maplewood Development, Inc. has submitted a revised concept plan consisting of 64 office townhouse uses and 224 residential townhouse units on 121 acres of land located along CSAH 37 and south of 1-94 in the "Golden Polygon" area. Exhibits: A. Findings of Fact B. Revised Concept Plan ANALYSIS The applicant has submitted a revised concept plan incorporating 64 office townhouse buildings on the southeastern portion of the property. The area occupied by commercial uses is roughly 23 acres or 19 percent of the 121 acre site. The applicant has also changed the mix of unit types for the residential element of the project: Unit Type Original Plan Revised Plan Change Sin le Famil 57 0 -57 Twin Home 58 34 -24 4-Unit Townhome 64 76 +12 8-Unit Townhome 104 114 +10 TOTAL 283 224 -59 The overall number of residential units has decreased by 59 dwellings on the revised plans. However, the composition of the unit types has changed significantly. The original plan included 40 percent single and two family dwellings, which would be considered to be characteristic of low density residential uses. The revised concept plan eliminates the single family dwellings and significantly reduces the number of twin homes. The new plan provides approximately 50 percent of the units in eight unit back to back style buildings. These types of structures are considered appropriate for areas planned for higher densities and do not offer units well suited to high amenity areas due to the number of units without side or rear windows. The revised concept plan 4IPM does not change City Staffs opinion that the proposed Comprehensive Plan amendment is inconsistent with the goals of the Comprehensive Plan for industrial development in areas near 1-94 given the limited scope of office use space. City Staff continues to support industrial or office campus type uses of the entire property consistent with the current direction of the Comprehensive Plan. Furthermore, City Staff believes the request to change the land use plan is premature for the following reasons reiterated from previous reports: 1. Sewer and water service extension likely cannot be feasibly extended to the property within the near future. Practical considerations such as the necessary minimum flow from the pipes to be extended to the subject site create significant functional issues. Potential capacity issues within the Phase 1 service area also suggest that it is premature to over -extend trunk service lines at this time. 2. On-going planning efforts related to the 1-94 corridor identify a potential overpass and/or interchange of 1-94 by Kadler Avenue allowing CSAH 37 to bypass the City of Albertville. Such a regional transportation corridor has significant land use and property acquisition issue to be considered as part of that planning process. 3. The housing supply within the City and the west sanitary sewer service district is becoming heavily weighted towards townhouse uses. The City plans to study the issue as to the appropriate balance of housing unit types within the City as part of a Comprehensive Plan update next year. Changing the land use plan to add more townhouse uses until the Comprehensive Plan update is complete is premature. 2 CONCLUSION Actions for the City Council to consider are outlined below. Approval of the application requires four positive votes from the City Council in accordance with Minnesota Statutes 462.355, Subd. 3. City Staff recommends that the application be denied consistent with the recommendation of the Planning Commission and the attached findings. A. Motion to approve an amendment of the Comprehensive Plan changing the guided land use of the subject site from industrial to low density residential consistent with the policies of the Comprehensive Plan, subject to the following conditions: 1. Residential land uses in the area west of CSAH 19 north of 1-94 and the area south of 194 within the west sanitary sewer service district shall be limited to not more than 504 RECs of sanitary sewer capacity from the phase 1 west waste water treatment plant. 2. Approval of the Comprehensive Plan amendment or any subsequent concept plan or preliminary plat shall not guarantee access to sanitary sewer service capacity. Sanitary sewer service shall only be allocated to approved final plats with executed development contracts to ensure the ity of timely development. 3. The applicant shall extend trunk sanitary sewer collection and water distribution to service the project in accordance with the City's sanitary sewer service and water utility plans. The cost of extending sanitary sewer and water utilities shall be that of the applicant. The applicant may potentially be reimbursed for costs incurred for construction of the trunk sewer and water infrastructure if the City collects SACNVAC fees from other benefiting properties. Any and all costs incurred by the applicant for the acquisition of easements for the trunk sewer and water lines shall not be reimbursed. Development of the subject site will remain subject to the full SAC and WAC fees per unit in effect at the time of final plat approval. B. Motion to deny the application based on a finding that the request is inconsistent with the following policies of the Comprehensive Plan: 1. Once established, geographic land use designations and related zoning classifications shall be changed only when it can be demonstrated that such modifications are in the best interest of the community. Such changes shall occur only when they will promote land use compatibility and pre -determined goals and policies of the Comprehensive Plan. (Policy Plan, p. 38) 2. Immediate, short range market potential and demand of activities which are not suggested for a site or area by the Comprehensive Plan or allowed by the Zoning Ordinance shall not be the sole justification for a change in activity. (Policy Plan, p. 38) 3. Industrial (and commercial) development shall be strongly encouraged to create new job opportunities and expand the local tax base to assist in paying for needed service and reduce tax impacts on housing costs. (Policy Plan, p. 49) 4. To the extent possible, the provision and maintenance of a balanced variety of development types and areas to satisfy the needs, desires and income levels of all people shall be encouraged. An over supply of one type or variety of development shall be avoided to the extent possible. (Policy Plan, p. 36) 5. A balance in the types and quantities of housing units available throughout the City shall be maintained, emphasizing higher value, single family units/lots, medium/high density multiple family and elderly housing developments to balance with existing residential development. (Policy Plan, p. 43) 6. Residential development shall be protected from adverse environmental impacts, including noise, air, and visual pollution. New residential development shall be prohibited in areas where noise and/or pollution exceed accepted standards and the negative impacts are not correctable by construction, site planning or other techniques. (Policy Plan, p. 43) 7. A balance in the availability of quality housing choices throughout the City shall be maintained. (Policy Plan, p. 46) pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Mario Cocchiarella Dale Vetsch Doug Vetsch 4 CITY OF GTSEG0 NV -RIGHT COUNTY, MINNESOTA APPLICANT: Maplewood Development, Inc. 10-08-03 FINDINGS & DECISION COMPREHENSIVE PLAN AMENDMENT APPLICATION: Request for a Comprehensive Plan amendment to change the guided land use of 120 acres located south of Interstate 94 and north of CSAH 37 from Industrial to Low Density Residential Land Use. CITY COUNCIL MEETING: 25 August 2003 tabled to 13 October 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for industrial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service District consistent with the Interim Land Use Plan provisions of the Comprehensive Plan. D. The applicant submitted a concept plan entitled Vetsch Farms consisting of 57 single family lots, 58 twin home units, 64 townhouse dwellings in four unit buildings and 104 townhouse dwellings in eight unit buildings with an overall density of 2.3 dwellings per acre. E. The applicant requests amendment of the Land Use Plan map within the Comprehensive Plan to change the guided land use for the 120 acre property from Industrial to Residential use for development of the concept plan with sanitary sewer and water services. F. The planning reports dated 30 July 2003, 20 August 2003 and 8 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 4 August 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 6-1 vote that the City Council deny the request based on the aforementioned findings. H. At their meeting on 25 August 2003, the City Council tabled action on the request to allow the applicant to further investigate extension of sanitary sewer and water utilities and consider a mixed use development plan. DECISION: Based on the foregoing information and applicable ordinances, the request for a Comprehensive Plan amendment is hereby denied based on the most current plan and information received to date and a finding that the request is inconsistent with the following polices of the Otsego Comprehensive Plan: EXHIBIT A Once established, geographic land use designations and related zoning classifications shall be changed only when it can be demonstrated that such modifications are in the best interest of the community. Such changes shall occur only when they will promote land use compatibility and pre -determined goals and policies of the Comprehensive Plan. (Policy Plan, p. 38) 2. Immediate, short range market potential and demand of activities which are not suggested for a site or area by the Comprehensive Plan or allowed by the Zoning Ordinance shall not be the sole justification for a change in activity. (Policy Plan, p. 38) 3. Industrial (and commercial) development shall be strongly encouraged to create new job opportunities and expand the local tax base to assist in paying for needed service and reduce tax impacts on housing costs. (Policy Plan, p. 49) 4. To the extent possible, the provision and maintenance of a balanced variety of development types and areas to satisfy the needs, desires and income levels of all people shall be encouraged. An over supply of one type or variety of development shall be avoided to the extent possible. (Policy Plan, p. 36) 6. A balance in the types and quantities of housing units available throughout the City shall be maintained,, emphasizing higher value, single family units/lots, medium/high density multiple family and elderly housing developments to balance with existing residential development. (Policy Plan, p. 43) 6. Residential development shall be protected from adverse environmental impacts, including noise, air, and visual pollution. New residential development shall be prohibited in areas where noise and/or pollution exceed accepted standards and the negative impacts are not correctable by construction, site planning or other techniques. (Policy Plan, p. 43) 7. A balance in the availability of quality housing choices throughout the City shall be maintained. (Policy Plan, p. 46) PASSED by the Otsego City Council this 13th day of October, 2003. CITY OF OTSEGO M Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 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 ITEM 6.6 PLANNING REPORT TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 October 2003 RE: Otsego — Sunray Farms; Final Plat NAC FILE: 176.02 — 03.18 BACKGROUND Tollefson Development, Inc. has submitted application for final plat approval for the first addition of Sunray Farms. The final plat consists of 88 single family lots and two outlots. The subject site is located one-quarter mile east of CSAH 19 and one quarter - mile north of 70th Street within the west sanitary sewer service district. A rezoning of the subject site to R-6, Residential Townhouse, Quadraminum and Low Density Multiple Family District and preliminary plat was approved by the City Council on 28 July 2003. Application for final plats are processed in accordance with Section 21-3-3 of the Subdivision Ordinance and do not require Planning Commission recommendations. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat ANALYSIS Preliminary Plat Consistency. The proposed layout of the final plat is generally consistent with the approved preliminary plat. As directed, the applicant has revised the street layout to slow traffic speeds along the east -west roadways. This has been accomplished by revising the intersections of the streets at the west side of the plat such that a turning movement is required to move east. City Staff will monitor traffic in this area and if necessary, a stop sign could also be placed at one of the four-way intersections near the center of the neighborhood. The other change to the plat is the cul-de-sac at the northwest corner of the development. The cul-de-sac allows the applicant to gain seven lots in the area of Block 1. All of the proposed lots meet the requirements of the R-6 District and Shoreland Overlay District and we have no issue with the additional lots. The other changes to the street layout resulted in the loss of one lot in the area of Block 7. Access. Access to the property must be provided with dedication of land and construction of 73 Id Street one quarter mile to the west of the west plat line. The property from which the right-of-way is being dedicated must be deed restricted as a zoning lot prohibiting separate development of the parcels until such time as the site is rezoned and platted. The design of all streets is subject to review and approval of the City Engineer. The location of the roadway intersecting CSAH 19 is subject to Wright County review and approval. Landscaping Plan. The applicant is required to provide a landscape plan for the landscape areas to be provided at the neighborhood gateway and as a buffer yard along the realr of lots 1 -3 of Block 1. The landscape plan and a cost estimate for the materials and installation is subject to review and approval of City Staff. Park and Trail Dedication. Section 21-7-18.1 of the Zoning Ordinance requires dedication of 10 percent of the gross area of the project or a cash fee of $2,100 per dwelling unit in satisfaction of park dedication requirements. Based on an area of 59.4 acres, the required land dedication is 5.94 acres. The applicant is to dedicate Outlot A to provide a southerly access to future Beaudry Park, which was dedicated as part of the Arbor Creek subdibision to the north. The area of Outlot A is 0.33 acres or 5.6 percent of the required dedication. As such, park dedication requirements will be satisfied with a combination of Outlot A and a cash fee of $1982.40 per dwelling. The cash fee in lieu of land for the proposed final plat is $174,451.20 to be paid at the time the development contract is executed. The construction plans must be revised to extend the temporary terminus of 75th Street approximately 110 feet to the east such that Outlot A has full frontage to a public street. Sidewalks are also shown on the development plan. The sidewalk on 75th Street should be on the north side of the street to avoid having pedestrians cross at the intersections with the north -south streets. Finally, the preliminary plat approval required sidewalks on both sides of 73rd Street to provide access to the future commercial area to the west. Grading Plans. All grading and drainage issues are subject to review and approval of the City Engineer. Some wetland mitigation is required for the wetland area at the rear of Lots 4-6 of Block 1, which must be addressed on the grading plan. 2 Utility Plans. The developer has submitted plans for extension of sanitary sewer and water utilities, which are subject to review and approval of the City Engineer. The City is limiting occupancy permits as part of the development contract until the waste water treatment plant and water tower facilities are on-line to provide necessary services. Development Contract. Upon approval of a final plat, the developer is required to enter into a development contract with the City. The development contract specifies terms of approval, security requirements and performance requirements. The development contract is subject to approval of the City Attorney. CONCLUSION The proposed final plat is consistent with the requirements of the City's Zoning and Subdivision Ordinance. The final plat also addresses the conditions of preliminary plat approval, including implementation of traffic calming measures to discourage vehicle speed within the neighborhood. We recommend approval of the final plat as outlined below. A. Motion to approve the Sunray Farms Final Plat, subject to the following conditions: 1. Right-of-way for 73rd Street shall be dedicated from the parcel west of the final plat and this parcel shall be deed restricted to prohibit construction of additional principal uses until the property is rezoned and/or final platted. 2. The design of all streets is subject to review and approval of the City Engineer. The intersection of 73`d Street with CSAH 19 is subject to Wright County approval. 3. A landscape plan providing for a gateway treatment at the residential neighborhood entrance from CSAH 19 and landscape bufferyard on Lots 1-3 of Block 1 shall be submitted subject to review and approval of City Staff. 4. The applicant shall dedicate Outlot A as partial satisfaction of park and trail dedication requirements. The balance of the park and trail dedication requirements for this and future additions shall be a cash fee in lieu of land equal to 94.4 percent of the cash fee in effect at the time of final plat approval. The cash fee for this addition is $1,798.40 per dwelling or $174,451.20 based on 88 lots. 5. The construction plans are revised to extend 75th Street the full width of Outlot A. 6. The construction plans are revised to relocate the sidewalk on 75th Street to the north side of the roadway and provide a sidewalk along the south side of 73rd Street from CSAH 19 to Lambert Avenue. 7. All grading, drainage, utilities and easements are subject to review and approval of the City Engineer. 8. The applicant shall enter into a development agreement, which is subject to review and approval of the City Attorney. 9. Comments of other City Staff. B. Motion to deny the request. C. Motion to table the request. pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Jason Osberg 4 NAC BANK MAP DATA PROVOEO a '�--� Hakanson l„ Anderson Assoc.,lnc. PREPARED OCTOBER i001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLYAND SHOULD NOT BE USED FOR EXACT MEASUREMENT. OTSEGO ON THE GREAT RIVER ROAD 1 ,I I 1 .OT A : OUTLOT A I PARK 2 Q I 1 I e' /:•+ 4 S PARK DEDICATION J � �wzj g718 19 20 zl�22 161 J Imo_ — — I—.'— ;-1 j 3 a 6 try Ia 6 4 I` ''I j 6� I I 7 ��>vz _ I 8 i;IjsS I: 4 8._4 ®_ 9 9' 105 u 4 ;E 6 9 '� I 13 3 I X10 j; i3 ( 10 7_ 2� I 11� i' I ° 8 12 1;i g� • —1 a I - ' — I — 1 i. — I —7 10 I±• rx1(5f�-b• I !�`- - ' jj-;. � l I Idj':-;„y�.7�� —III II —Xy. st;169 9' 1 r;1 8 9 10 10 18 20 4 6 6 19 5 SS2'5 O1213 I 134V 'Il 25 I I 1 jql �Iq'�1 I 14 I I j; 3 I 14 j,6 Ip 16 f- 2 15 j 1! 17 16 I {I 1. 18 1 J�2Nr3r4t�C5k6 7 ■. 10 EY:I�_-'1213 it 91 iL aA Ci - Hours before a9&np I GL,HER STATF QNE CA! I T -in CU. Area 651-454-0002 I MN. Tad Free I—aoo-252-1166 Irw/crma Bew.ar.wr, ac. nn .oxrpx .•EA++E wrt toy WtEWaE. N/r .atalE (9l �; Jlo — rata � x tion - :p canr4cc .usaRosaEvc � 11a � la ENGINEER /SURbEYOR r`p1iBn�ei�xsowrt�x wrt 2fo euRRsaus r,R ssx2] _ _ aNME (9J3J 9!r -SW! : (913) )OIR n. R.EJ1 DESCRIPTION PROMO -D BY THE CL/ENP Wi m. roar Nar of m. saamr.ar aan.r Axa a. Eaat Ha/ o/ me Eaer Nar o/ me carat Mar o/ 3 b' rh+ iwrn.rar Warr. al Section 2S r v 121. Rwge 21. �"ht C—u uxn toot dart arrcrtlp ar bPo+r: Bramnny a< mr aou6n+rat c o1 ora cert Nai of N cEast rfd/ a1 the wear .Na/ o/ the Sou`nwert Ouartr, tnrnce on aartxnea orormq o/.Hato 0 �}y� argrrerN ie reconar _oat dap Mr • rnr EaNdI / mr 'ar Nd/ et rM MLaf 9� Nd/ aI Mra S-0 ouN+rrt WaYw. a "rrmcr or 1221 55 f t mcr Scum 54 9pr r! m E[•}�— +! aecadi Eort i d •a 7 o/ 16214 /«r to l th . wgrrra +C mv�urer SB arc a tr s fo+t. o Oirlanrr o/ 10577 Hek tnencr coat -do ..+iN rM rauN lint a/ foie SauMwerr _ Wa-t a aatanu o/ dill M1rt t . rare lin al rola Soutrr+rar Waren, +mer roue 'da faq ra r �i+e. a dllonee a/ 1019.16 /erf la enr tw r cam at aaq a9r ld,eat n ,— W ftr; rnenc/ >y t dmq rage rrutn rnr al Ne `_'aurn.osrnWarer, a ,/irtincr of 9a9 is feat 4 e g a n. font a NIN „EXTEND STREET ROPo,Eo zm.c: uix. EOT Slff. i.. S, a. DoT woTKO SEMACKI: 6o FEET fAW SEM— 35 FET U + RE��SEM Oc: 12101 FEET �� Elf, TA. ARE. M 1 T 0 ° L. /ACRE: LOM 133 02Z y ! o, r N i e g PUBLIC SIDEWALK s �S yin \Z 2 a,� j sae°se'oZ'f ra;B,g9 .a. .rsrw.rs ' — I U Z z a w zoo 10aQ10— EXHIBIT B 9CNf w FEET 8 3 � - a x , � 3 U I #II SII RII RII SII I � SII ro �I I o, SII o WII � SII n IR RI -i :II �II "II - I oll cy) II t W w j �m �Yms k k HUNo • o walr U vl c Y T � o W w j �m �Yms k k HUNo • o Zt _O QO j U ti � w ue i C '-I YlY IHME.3 ivM b (Y�L-•- - -' {- 47 t/I 3 ]W �U L/( 3 ]W aV )H)w-- p �I n Jrclrc ---rs'issr 2nsr�t�Y--- I'3H 3fN3/H :{fIY3J 311 U 'GNM_- 4 fa-GV91s1 ;ON 31U Z/YSS—" -o S-M/-TZ7T. Wo 773 u31 pwaa .M wa 'J°"""t^ '--j "a'i°°'B 1s"" NVId NOIIOMSNOO 71Vtl3AO p.,,as TN.u.�N '.+nW ill .vt nNlO 131 1sl 311d ana-.errxr�� s.or-aexasel 1N3WdOl3A30 NOS331101 ear .� a3»311J e.pr -oloc.w.«in to a1o15 ay1 10 s.pl ay1 <rrir ww 'm1n....na 7104 1'1$1• 'Ae NMYNa »pun 6u3 lou.nule,d patuaa�l peS mns 7!^4i �yl•n^iL '1 IeI aw• 'Aa N 30'003510 uA-o wp I I.yi Wn upliu,aEnc y.,.,no �Aw ,apun ,. aw na p.,oea,a 31'a ... w u^le -ou/ 'SemMJOSsy 9 jenl/D v4oP NOLL100V'NI1 Wildd .1V21Nf1S '1 Ij Ij I� Ij I'I 1'1 I' II III 14 III tIl III I,1 111'11' i1 11 II II II 11 III 11 ti _. II I I III III 111 III III II III I' I' II �' 11 II 11 111 II t I -------------------- II' _—III III I I 11..=--1111111 i11---III---I----II—_—II---hl III II _= I i '71 I�I I I I I I I I� I i � �l_ � I� � I� 11 � I� �� IL I' I❑ I' �_L J_ � ISI L LUL� ❑IMI n L J` I i1�11� r —_� �_Jr- 14 = \. ,- r / l 11011[ —J O rr Review No. 3 Hakanson 7 Anderson Assoc., Inc. ENGINEERING REVIEW Residential Subdivision 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 Jason Osberg, Tollefson Development, Inc. Jay R. Hill, PE, John Oliver & Associates, Inc. Reviewed by: Ronald J. Wagner, P.E. Jeff Elliott, PE Date: October 9, 2003 Proposed Development: Sunray Farm Addition, Phase 1 Street Location of Property: A portion of the southwest 1/4 of Section 25, T121 N, R24W, north of 70th Street NE, east of LeBeaux Avenue NE, and west of MacIver Avenue NE. Phase 1 consists of 35.6 acres. Applicant: Jason Osberg Tollefson Development, Inc. 17271 Kenyon Avenue Suite 103 Lakeville, Minnesota 55044 (952) 435-1010 Developer: Tollefson Development, Inc. Purpose: Sunray Farm Addition is a proposed 12 block residential development on 57.4 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Phase 1 consists of 88 single family lots and two outlots. Jurisdictional Agencies: (But not limited to): City of Otsego, Wright County, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required (But not limited to): NPDES TABLE OF CONTENTS INFORMATION AVAILABLE PLAT STREETS TRAFFIC/ACCESS ISSUES WETLANDS ENVIRONMENTAL SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM GRADING, DRAINAGE, AND EROSION CONTROL SUMMARY AND/OR RECOMMENDATION \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2265\ot2265REV3.doc INFORMATION AVAILABLE Boundary and Topographic Survey, 5/9/03, by John Oliver & Associates, Inc. Final Plat, by John Oliver & Associates, Inc. Grading, Drainage & Erosion Control Plan, 9/29/03, by John Oliver & Associates, Inc. Construction Plan, 8/28/03 and 9/29/03, by John Oliver & Associates, Inc. City of Otsego Engineering Manual, 2003 Update 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. Wetland Delineation Report, 6/9/03, by Acorn Environmental Consultants, Inc. Report of Geotechnical Exploration and Review, 6/14/03, by American Engineering and Testing, Inc. Drainage Calculations, 9/4/03, by John Oliver & Associates, Inc. PLAT 1. Right of way shall be rounded at intersections to allow for utility installation. STREETS Where adjoining areas are not subdivided, but may be subdivided, the arrangement of streets in a new subdivision shall make provision for the proper projection of streets into adjoining areas by carrying the new streets to the boundaries of the new subdivision at appropriate locations. Depending on access conditions, either a barricade or a temporary turn -around facility shall be provided at the closed end, in conformance with cul-de-sac size requirements. Temporary facilities shall not require curb and gutter. The City Engineer shall establish the construction standards. Construction of said streets shall be to the boundary of the plat (Section 21-7-5.E). 2. The proposed right-of-way is primarily 60 feet in width. The entrance right-of-way from CSAH No. 19 (LeBeaux Avenue NE) is proposed to be 80 to 125 feet in width. Street section details shall be revised to show the distance between property lines and street design, including pedestrian ways, boulevards, and clear zones. The street section details illustrated need to be updated to match the City of Otsego Engineering Manual, ' Revised 5/12/03. In addition, the street section details have to be designed and shown on the plans based on an R value. \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2265\ot2265REV3.doc 3. Use updated standard plates. 4. Horizontal curves in streets must be 250 feet or greater. TRAFFIC/ACCESS ISSUES 1. The street that extends westerly to CSAH No. 19 (LeBeaux Avenue NE) and associated turn/bypass lanes need to be approved by Wright County. WETLANDS 1. A principal building setback of 40 feet from the delineated edge of all wetlands or 20 feet from the protective buffer easement, whichever is greater, shall be provided. These boundaries need to be shown. (Section 20-16-9.E). 2. The submitted wetland delineation report shall be reviewed, and verified by Wright County. Wetlands need to be protected until verification is determined. Wetland mitigation may be required. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required (Section 21-6- 2.B.11). SANITARY SEWER COLLECTION SYSTEM 1. The sanitary sewer collection system was reviewed based on the 8/28/03 plans and 9/29/03 overall plan, and needs to be further reviewed based on minor plan revisions. Revised plans are forthcoming. 2. Verify manhole MH6 outlets according to upstream plans. 3. Temporary construction easements need to be shown on the plans. 4. Show (lightly) on sanitary sewer plans where storm sewer intersects, i.e, sheet 4 of 26. 5. All sanitary sewer service pipe and fittings shall be SDR 26 minimum pipe strength. 6. Use updated standard plates. \\Ha01\Shared DOCS\Municipal\Aotsego2xxx\2265\ot2265REV3.doc WATER DISTRIBUTION SYSTEM 1. The water system was reviewed based on the 8/28/03 plans and 9/29/03 overall plan, and needs to be further reviewed based on minor plan revisions. Revised plans are forthcoming. 2. Water system valves shall be placed at tees, crosses, and on straight pipe runs longer than 800 feet, and as directed by the engineer. 3. A second watermain needs to be extended north for additional routing (Phase 2). 4. Pipe oversizing may need to be required to extend service to other areas. The exact route needs to be finalized. 5. The water system that extends easterly from CSAH No. 19 needs to be 12 inch diameter and valves shall be butterfly valves, sheet 11 of 26. 6. All valves deeper than 7' shall be fitted with extension rods. 7. Use updated standard plates. 8. Temporary hydrants shall be provided at stub locations for flushing. GRADING, DRAINAGE, AND EROSION CONTROL 1. The grading, drainage & erosion control plans are being reviewed and comments are forthcoming. Upgraded grading plans have been requested and are forthcoming. 2. The storm sewer utilities and preliminary drainage calculations are being reviewed and comments are forthcoming. Upgraded grading plans have been requested and are forthcoming. SUMMARY AND/OR RECOMMENDATION 1. We recommend approval contingent on the above comments. \\Ha01\Shared Docs\MunicipaPAotsego2xxx\2265\ot2265REV3.doc Item 7.1: Item 7.2: Item 7.3: Item 7.4. Item 7.5: Hakanson Anderson Assoc., Inc. 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 CITY OF OTSEGO CITY COUNCIL CITY ENGINEER'S AGENDA October 13, 2003 Feasibility Report on Trunk Watermain to MacIver Avenue and Feasibility Report on MacIver Avenue and portion of 70`h Street Change Order to Encomm on Pumphouse #3 Change Order to Latour on Trunk Watermain Lefebvre Creek Bids Any other Engineering Items Civil & Municipal Engineering 2;; Land Surveying for ' ., \\Ha01\Shared Docs\Muaic ipal\AOTS EGO\Agendas\2003\counc il agenda I5.doc FEASIBILITY REPORT ON RECONSTRUCTION OF MACIVER AVENUE FROM 80" ST. TO 60TH ST. AND 70TH ST. FROM MACIVER TO 1/4 MILE EAST CITY OF OTSEGO Prepared by: Hakanson Anderson Assoc., Inc. HAKANSON ANDERSON ASSOCIATES, INC. 3601 Thurston Avenue Anoka, Minnesota 55303 Telephone: (763) 427-5860 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 26052 Ronald J. a ner, P. License No G:\Municipal\AOTSEG01518\ot518feasibilityreport.doc INTRODUCTION As requested by City Council on August 25, 2003, Hakanson Anderson Associates, Inc. has completed a Feasibility Report on the proposed construction of collector streets in the western sewer district. The collector streets requested to be constructed are MacIver Avenue from 80th St. to 60t' St. and 70th St. from MacIver Ave to '/4 mile east. A report on collector road access fees was completed by Hakanson Anderson Associates in February 2003. That report set a road access fee to be used throughout Otsego based on soil type and general vicinity to a collector road. The fee determined and adopted by City Council was $1,140/lot for clay soils and $960/lot for sandy soils. That report was revised August 25, 2003 due to the City of Albertville informing the City of Otsego it would not cost share in the construction of MacIver Avenue. MacIver Avenue and 70th St. both have portions which are on the border between the two cities. The funding evaluation assumed no current participation by the City of Albertville. A new fee of $1,450/lot was determined for the MacIver Avenue/70t St. region but retained the $1,140/lot for all other clay soil areas. This report uses both the $1,140/Lot and the $1,450/Lot fees which will be generated from final plats east of CSAH 19 in the west sanitary sewer district. FEASIBILITY Exhibit #1 shows the location of the proposed road construction and the plats and their corresponding lots. The table below shows the same information in chart form: Proposed Road Access Collector Fees Location MacIver/70 St. Adjacent # of Lots Road Region Regions Access Lots @ $1,450 Lots @ $1,140 Fees Generated Martin Farms 927 0 927 $1,344,150 Arbor Creek 284 205 489 $ 645,500 Zimmer Farms 611 0 611 $ 885,950 Otsego West 144 0 144 $ 208,800 Sunray Farms 80 80 160 $ 207,200 Pleasant Creek Farms 0 324 324 $ 369,360 2046 609 2654 $3,660,960 Estimated cost of the portion of collector road requested in 2004 is $2,572,376.40 ($216.53/LF x 11,880 Ft). The total number of lots preliminary platted east of CSAH 19 is just over 2650 lots and the total amount of money generated from road access fees is $3,660,960. The money will be collected by the City as the developers final plat the lots. The final platting of these lots is estimated to take 5 to 7 G:\Municipal\AOTSEGO1518\ot518feasibil ityreport.doc years. The current wastewater plant can serve 2400 homes. An expansion of the wastewater plant will be needed to continue to collect road access fees beyond the current 2400 lot limit. It appears that with the increase in the road access fees for lots shown on Exhibit 1 and the increases in density of some of the developments, the City would be able to finance the construction of MacIver Avenue and'/4 mile of 70th Street. The city could expect to collect the road access fees needed to pay for the construction of MacIver and the'/4 mile portion of 701h St in 4 to 5 years. The construction cost of the rest of 70th Street could be funded by a combination of more plats with road access fees east of CSAH 19 and in the sewer district, possibly State Aid, possibly the City of Albertville, and/or other city funding options. RECOMMENDATION We recommend the City move forward with plans to construct MacIver Avenue from 80th Street to 60th Street and 701h Street '/4 mile east of MacIver Avenue to facilitate efficient, safe access from the new developments to the primary arterial road in the area (I-94). We have determined the project is technically and economically feasible and is a benefit to the public. G:\Municipal\AOTSEGO\518\ot518feasibilityreport.doc 0 2000 4000 LEGEND SCALE IN FEET XX LOTS IN $1140 ROAD ACCESS FEE AREA XX LOTS IN $1450 EXHIBIT 1 ROAD ACCESS FEE AREA PLATS & LOTS EXISTING ROADWAY EAST OF C.S.A.H. 19 ® PROPOSED ROADWAY (FUTURE CONSTRUCTION) 70th STREET N.E. & son - ROADWAY MAC IVER AVENUE N.E. PutPROPOSED AnderAnderson 2004 CONSTRUCTION CITY OF OTSEGO, MINNESOTA ASSOC.,InC. AREA OF BENEFIT BOUNDARY DATE: 10/08/03 FILE: OT352 51, kwkock� Wk—.W53501 612-127-580 FAX 612-427-0520 Oct 08, 2003 — 3: 25pm K:\cad--q\l-d projects\OT352\dwg\OT352—EXHIBIT.dM Hakanson Anderson Assoc.,Inc. CONTRACT CHANGE ORDER Order No. 2 Date: October 13, 2003 Project: City of Otsego Project 03-04, Water Treatment Plant/ Pumphouse, Well Pumps #4 & #5 and SCADA System Owner: City of Otsego To: EnComm Midwest, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price 1. Add Line Item # 16A, Floor Drain Line and Seepage ---$ Manhole $ 5,250.00/LUMP SUM 5,250.00 2. Add Line Item # 1613, Remove and Reinstalling Fire Hydrant in Temporary Access Road @ $ 250.00 / LUMP SUM $ 250.00 Totals $5,500.00 Net Change in Contract $5,500.00 Original Contract Amount $ 802,707.00 Previous contract changes, Change Order # 1 to $ 14,820.00 # 1 Prior approved contract amount $817,527.00 Total contract including this and previous change $823,027.00 orders \\Ha01\Shared DocslMunicipalWOTSEGO1516\CONSTRUCTION CORRESPONDENCE\OT516 CHANGE ORDER NO.2.doc Justification: (1)Minnesota Dept. Health issued additional comments that prohibited the floor drains `hat were within fifty feet of Well #4 unless they were provided a separate seepage pit discharge rather than to the sanitary sewer. (2)The new fire hydrant had been installed several weeks before the access road became necessary. The top of the fire hydrant had to be removed temporarily to allow the special access road to be constructed in the boulevard section behind the proposed curbline of 77th Street. Due to the change order, the contract period will be: none Original contract period: Substantial completion by December 25 2003 Change contract period from previous Change Order N/A Contract period including this and all previous change orders Substantial Completion by December 25 2003. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: (Owner's Arch itect/Engineer) 1 ' ccepted: "( -� (Contractor) Approved by: For the Owner (Name and Title) Date Date Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Dots\MunicipalWOTSEGO\516\CONSTRUCTION CORRESPONDENCE\OT516 CHANGE ORDER NO.2.d0C JK, Hakanson Anderson Assoc.,Inc. CONTRACT CHANGE ORDER Order No. 1 Date: October 13, 2003 Project: City of Otsego Project 03-06 Trunk Watermain, Sanitary Sewer and Access Road Owner: City of Otsego To: LaTour Construction, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price G'.\MunicipaMOTSEGO\517\CONSTRUCTION CORRESPONOENCE\0T517 CHANGE ORDER NO.t.doc Ine item I sertlon o itiona Valves UG— and Tees for Developers @ $ 7,935.00/LUMP SUM Add line item Provide Dara Depth Tor"'16" to Avoid Developer's Sanitary Sewer @ $ 4,100.00/LUMP SUM Add line item u stltute uryIre Hydrant for Standard 8.0' Bury Fire Hydrant @ $ 75.00/EACH Delete line Item -MP Class - Deep @ $ 81.20/LF_57 ' Add line item _ _ Deep @ $ 131.80/LF line_67 Add Item Rebuil o. 1 Base for DIP Outlet @ $ 1,144.88/LUMP SUM Totals Net Change in ontract $15,878.8T- ,gina 9 1' 1 ''1 aontract mount revious contract changes, Change Order # 0 to Prior approved contract amount693,407.65 —contract Total including this and previous change , orders G'.\MunicipaMOTSEGO\517\CONSTRUCTION CORRESPONOENCE\0T517 CHANGE ORDER NO.t.doc Iustification: k1) The location of 12" water main connections to the 16" trunk water main was not finalized until after the 16" had been constructed past those locations. Therefore the contractor had to cut the 16" trunk water main and insert the 16" x 12" tees and 16" valves on a time and materials basis. (2) The profile of the deep sanitary sewer for Kittredge Crossing Subdivision was not determined until after the trunk water line construction had begun. The 16" trunk water main had to be installed three feet deeper than planned to avoid a conflict with the sanitary sewer. (3) The use of the 8.5' -bury hydrant was less expensive than paying $ 348 for a hydrant extension. (4,5&6) The contractor for the lift station advised us that his excavation will extend approximately 40 feet from the wet well. The 20 -foot sections of 24" DIP pipe would provide better joint restraint over the wet well backfill material than the 24" RCP. The manhole base had already been fabricated with a hole for the bigger outside diameter of the 24" RCP. To maintain a watertight connection for the smaller outside diameter 24"DIP, a new base was necessary. Due to the change order, the contract period will be: extended 14 days Original contract period: Substantial completion by October 3, 2003. 'hange contract period from previous Change Order N/A ontract period including this and all previous change orders Substantial Completion by October 17, 2003. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: Approved by: (Owner's Architect/Engineer) (Contractor) For the Owner (Name and Title) Date Date Date This information will be used as a record of any changes to the original construction contract. G.WlunicipaMOTSEGO151ACONSTRUCTION CORRESPONDENCE10T517 CHANGE ORDER NO.1.doc ITFM 8 -2 - Table V City of Otsego 85th Street NE & Page Avenue NE Improvement Projects Proposed Roadway Assessments Based on Equal Portion per Unit (50% of Ord.) - rrulwnlea Total Estimated Amount from Roadway Assessments $193,353.22 indicates 10 year assessment Q 6% //MunicipaVActsego/0T345/oltl assess table revised 924/03 except Commercial Il Name L- Parcel I.D. Number Address Lot Block Subdivision Cost Cost per Per Unit Year' CHARLES ALLRICH 11804801`1010 15024 85TH STREET NE ELK RIVER MN 55330 1 1 James Addition DONALD L GAUDRE'AU JR 118048001020 15036 85TH STREET NE $4.188.72 S56897 ELK RIVER MN 55330 2 1 James Addition MICHAEL J 8 ANN M MOSS 118068001070 15062 85TH STREET NE f4 186.72 $568.97 ELK RIVER MN 55330 3 1 James Addition BRADLEY M & JULIE C SCHOEN 118048001040 15108 85TH STREET NE $4 186.72 $568.97 ELK RIVER MN 55330 4 1 James Addition KARL A 8 PATRICIA S TROT? 118048001050 15128 85TH STREET NE $4.188.72 5568.97 ELK RIVER MN 55770 5 1 James Addition KEVIN M RUDEK 116048007060 STREET NE S4,188.72 $568.97 ELK V85TH ELK RIVER MN 5EET g 1 James Addition SHERRY DARLENE HULT 118048001070 15191 85TH STREET NE $4,186.72 5568.97 ELK RIVER MN 55330 7 1 James Addition REDGIE L BTERESA O REZNICEK 118039007080 8525 PA KARD AVENUE NE 54,186.72 5568.97 ELK RIVER MN 55330 8 1 Hall's Addition 2nd Addition TERRY L d CONNIE L MACK 118042003050 14898 85TH STREET NE $4,188.72 $568,97 ELK RIVER MN 55330 5 3 Hall's Addition 3rd Addition STEVEN D SWANSON 118042003060 14860 85TH STREET NE $4,188.72 $568 97 ELK RIVER MN 55330 5 3 Hairs Addition 3rd Addition NOEL T d, CAROL J WETZEL 118032002280 14861 85TH STREET NE $4,186.72 (568.97 ELK RIVER MN 5EET 28 2 Vasseurs Oak Grove Estates 1st Add. THOMAS & CHERYL VASSEUR 118031001010 14114 85TH STREET NE $4,188.72 $568 97 ELK RIVER MN 55330 1 1 Va33eUre Oak Grove Estates JONATHAN P CHRISTIAN 118031001020 14156 85TH STREET NE $4,188,72 $568.97 ELK RIVER MN 55330 2 1 Vasseurs Oak Grove Estates RANDY J 6 SUN REZNICEK 118031001030 14198 85TH STREET NE $4,188.72 $568.97 ELK RIVER MN 55330 3 1 Vasseurs Oak Grove Estates JAMES E NARR 118031001040 14242 85TH STREET NE $4,186.72 (568.97 ELK RIVER MN 55330 4 1 Vasseurs Oak Grove Estates CLARK M 6. VERA F PRESLER 118031001050 14292 85TH STREET NE $4,186.72 $568.97 ELK RIVER MN 55330 5 1 Vasseurs Oak Grove Estates BRUCE L S CHERYL RHINE 118031001o60 14352 85TH STREET NE $4.188.72 $568.97 ELK RIVER MN 55330 g 1 Vasseurs Oak Grove Estates JEFFREY J b JANE M SARTHELD 118031004010 14018 85TH STREET NE $4.186.72 5568.97 ELK RIVER MN 55330 1 4 Vasseurs Oak Grove Estates PAUL M VASSEUR 118035002010 13835 85TH STREET NE $4.188.72 $568 97 118035002020 ELK RIVER MN 55330 1 6 2 2 Vasseurs Oak Grove Estates 4th Add. FORD M d LAURA L SLAUGHTER 118500201304 13726 85TH STREET NE $4,186.72 $56897 ELK RIVER MN 55330 13728 65th St. Section 20 THOMAS C 6 DIANE CONSTANT 118500201301 13778 85TH STREET NE $4.186.72 5588.97 ELK RIVER MN 55330 13778 85N St. Section 20 TIMOTHY G 8 RENEE J FLYNN 118500201402 STREET NE $4,188.72 $588.97 ELK R V85TH ELK RIVER MN 5EET 13830 85th St. Section 20 RAYMOND C 6 LESLIE R HURLER 118500201400 13882 85TH STREET NE $4.186.72 $568.97 ELK RIVER MN 55330 13882 85th Sl. Section 20 ROBERT D b JO01 L GEAROU 13922 118500201703 85TH STREET NE $1,106.72 (568.97 ELK RIVER MN 5 13922 85th St Section 20 STAN SCHUSTER 118500201401 13984 85TH STREETEET NE $4.18672 $568.97 ELK RIVER MN 55330 13984 85th St Section 20 RICHARD S JEAN KINCANON 8478 NASHUA STREET NE $4,188.72 $588.97 ELK RIVER MN 55330 portion or Store Bridge goll course CRYSTAL L LARSON 118066004010 4903 4TH AVE S 530,077.25 $4,088,68 MINNEAPOLIS MN 55409 1 1 Heritage Hills SERGIO d TRACY L BULASK 8495 O'DAY AVE NE 118066004020 S4,186,72 S568.97 ELK RIVER MN 55330 2 1 Heritage Hills GARY 8 d CHRISTINE A LENZ 118011001010 15287 90TH STREET NE $4.18672 $SfiB.97 ELK RIVER MN 55330 1 1 Barthel Acres EARL W d DORIS UESKE 15216 85TH STREET NE 118048001080 $4,186.72 $568 97 ELK RIVER MN 55330 6 1 James Addition JOSEPH B WICKMAN 118048002010 8719 PAGE AVENUE NE $/ 186.72 $568,97 ELK RIVER MN 55730 1 2 James Addition MICHAEL G 8 JULIE M LAWRENCE 118048002020 8729 PAGE AVENUE NE 2 $4,186.72 $568.97 ELK RIVER MN 55330 2 James Addition KEVIN M SCHULZ 118048002070 8741 PAGE AVENUE NE $4.186.72 $568.97 ELK RIVER MN 55330 ] Z James Addition PATRICK E 8 TRACY A MOONEN 118048002040 8757 PAGE AVENUE NE $4,108.72 5568.97 ELK RIVER MN 55330 q 2 James Addition MICHAEL D LOUISIANA 8773 PAGE AVENUE NE 118048002050 $4,188.72 (568.97 ELK RIVER MN 55730 5 2 James Addition TOM 6 LINDA HOL 118048002060 8791 PAGE AVENUE NE $6,1Bfi.72 $568.97 ELK RIVER MN 55330 g 2 James Addition JOHN D b ALEATA M DINSMOORE 118048003010 8807 PAGE AVENUE NE $4,18572 $568.97 ELK RIVER MN 55330 1 3 James Addition MARTIN M b VIRGINIA O'NEIL 118048003020 8825 PAGE AVENUE NE $4,18672 $568.97 ELK RIVER MN 55330 2 3 James Addition TIMOTHY J 8 JOCELYN A CARSON 6939 PAGE AVENUE E 118048003030 N $4.186.72 $568.97 ELK RIVER MN 55330 3 J James Addition RAYMOND A IIARICHELLE KERN 118048003040 8955 PAGE AVENUE NE $4,188.72 $568.97 ELK RIVER MN 55330 4 3 James Addition $4.188.72 _ $568.97 - rrulwnlea Total Estimated Amount from Roadway Assessments $193,353.22 indicates 10 year assessment Q 6% //MunicipaVActsego/0T345/oltl assess table revised 924/03 Table V City of Otsego 85th Street NE & Page Avenue NE Improvement Projects Proposed Roadway Assessments Based on Equal Portion per Unit (50% of Ord.) as 4'e "operiles Total Estimated Amount from Roadway Assessments $205,000.00 'indicates 10 year assessment Q 6 //Municipal/Aotsego/OT345/new_assess table revised 924/03 except Commercial Name Address Lot Block Subdivison Cost Per Unit Cost per Year' CHARLES ALLRICH 15024 85TH STREET NE ELK RIVER MN 55330 1 1 James Addition $4,450.00 $604.75 DONALD L GAUDREAU JR 15036 85TH STREET NE 2 ELK RIVER MN 55330 1 James Addition 54,450.00 $604.75 MICHAEL J & ANN M MOSS 15062 85TH STREET NE 3 ELK RIVER MN 55330 1 James Addition 54,450.00 $604.75 BRADLEY M & JULIE C SCHOEN 15108 85TH STREET NE 4 ELK RIVER MN 55330 1 James Addition $4,450.00 6604.75 KARL A & PATRICIA S TROTT 15126 85TH STREET NE 5 ELK RIVER MN 55330 1 James Addition $4,450.00 6604.75 KEVIN M RUDEK 15160 85TH STREET NE ELK RIVER MN 55330 6 1 James Addition 64,450.00 6604.75 SHERRY DARLENE HULT 15194 85TH STREET NE 7 ELK RIVER MN 55330 1 James Addition $4,450.00 $604.75 REDGIE L &TERESA O REZNICEK 8 2 PACKA AV NU N 8 ELK RIVER MN 55330 1 Hall's Addition 2nd Addition $4,450.00 $604.75 TERRY L & CONNIE L MACK 14896 85TH STREET NE 5 ELK RIVER MN 55330 3 Hall's Addition 3rd Addition $4,450.00 6604.75 STEVEN D SWANSON 14860 85TH STREET NE 6 ELK RIVER MN 55330 3 Hall's Addition 3rd Addition 64,450.00 $604.75 NOEL T 8 CAROL J W ETZEL 14861 85TH STREET NE 28 ELK RIVER MN 55330 2 Vasseur•s Oak Grove Estates 1st Add. 64,450.00 560 4.75 THOMAS & CHERYL VASSEUR 14114 85TH STREET NE 1 1 ELK RIVER MN 55330 Vasseurs Oak Grove Estates 64,450.00 $604.75 JONATHAN P CHRISTIAN 14156 85TH STREET NE 2 ELK RIVER MN 55330 1 Vasseurs Oak Grove Estates $4,450.00 $604.75 RANDY J & SUN REZNICEK 14198 85TH STREET NE g ELK RIVER MN 55330 1 Vasseur s Oak Grove Estates $4,450.00 6604.75 JAMES E NARR 14242 85TH STREET NE ELK RIVER MN 55330 4 1 Vasseurs Oak Grove Estates $4,450.00 $604.75 CLARK M & VERA F PRESLER 14252 85TH STREET NE 5 ELK RIVER MN 55330 1 Vasseurs Oak Grove Estates $4,450.00 6604.75 BRUCE L & CHERYL RHINE 14352 85TH STREET NE 6 ELK RIVER MN 55330 1 Vasseur s Oak Grove Estates $4,450.00 $604.75 JEFFREY J & JANE M BARTHELD 14018 85TH STREET NE 1 ELK RIVER MN 55330 4 Vasseur's Oak Grove Estates $4,450.00 $604.75 PAUL M VASSEUR 85TH STREET NE ELK R ELK RIVER MN 55330 1 & 2 2 Vasseur's Oak Grove Estates 4th Add. $4,450.00 $604.75 FORD M & LAURA L SLAUGHTER 13726 85TH STREET NE 13726 851h St. Section ELK 30 RIVER MN 553 20 $4,450.00 $604.75 THOMAS C & DIANE CONSTANT 13776 85TH STREET NE 13776 85N St. Section ELK RIVER MN 55330 20 $4,450.00 $604.75 TIMOTHY G & RENEE J FLYNN 13830 85TH STREET NE 13830 85th St. Section 20 ELK RIVER MN 55330 $4,450.00 $604.75 RAYMOND C & LESLIE R HURLER 13882 85TH STREET NE 13882 85th St. Section ELK RIVER MN 55330 20 $4,450.00 $604.75 ROBERT D & JODI L GEAROU 13922 85TH STREET NE 13822 85th St. Section ELK RIVER MN 55330 20 64.450.00 $604.75 STAN SCHUSTER 13984 85TH STREET NE ELK RIVER MN 55330 13984 85th St. Section 20 S4,450.00 $604.75 RICHARD & JEAN KINCANON 8478 NASHUA STREET NE ELK RIVER, MN 55330 Portion of Stone Bridge golf course 531,450.00 54,274.05 CRYSTAL L LARSON 4903 4TH AVE S MINNEAPOLIS MN 55409 1 4 Heritage Hills 54,450.00 $604.75 SERGIO & TRACY L BULASK 8485 O'DAY AVE NE 2 ELK RIVER MN 55330 4 Heritage Hills 54,450.00 $604.75 GARY B & CHRISTINE A LENZ 15287 90TH STREET NE 1 1 ELK RIVER MN 55330 Barthel Acres 54,450.00 5604.75 EARL W & DORIS LIESKE 15216 85TH STREET NE 8 ELK RIVER MN 55330 1 James Addition $4,450.00 $604.75 JOSEPH B WICKMAN 8719 PAGE AVENUE NE 1 2 ELK RIVER MN 55330 James Addition $4,450.00 $604.75 MICHAEL G & JULIE M LAWRENCE 8729 PAGE AVENUE NE 2 2 ELK RIVER MN 55330 James Addition $4,450.00 $604.75 KEVIN M SCHULZ 8741 PAGE AVENUE NE ELK RIVER MN 55330 g 2 James Addition $4.450.00 $604.75 PATRICK E & TRACY A MOONEN 8757 PAGE AVENUE NE 4 2 ELK RIVER MN 55330 James Addition 54.450.00 $604.75 MICHAEL 0 LOUISIANA 8773 PAGE AVENUE NE 5 ELK RIVER MN 55330 2 James Addition $4,450.00 5604.75 TOM & LINDA HOL 8791 PAGE AVENUE NE g ELK RIVER MN 55330 2 James Addition $4,450.00 $604.75 JOHN D & ALEATA M DINSMOORE 8807 PAGE AVENUE NE ELK RIVER MN 55330 1 3 James Addition $4,450.00 $604.75 MARTIN M & VIRGINIA O'NEIL 8625 PAGE AVENUE NE 2 ELK RIVER MN 55330 3 James Addition $4,450.00 $604.75 TIMOTHY J & JOCELYN A LARSON 8939 PAGE AVENUE NE 3 ELK RIVER MN 55330 3 James Addition 54.450.00 $60475 RAYMOND A III&RICHELLE KERN 8955 PAGE AVENUE NE ELK RIVER MN 55330 4 3 Aft James Addition54,450.00 1 $604.75 as 4'e "operiles Total Estimated Amount from Roadway Assessments $205,000.00 'indicates 10 year assessment Q 6 //Municipal/Aotsego/OT345/new_assess table revised 924/03 Mr. Mike Robertson City Administrator 8899 Nashua Ave NE Otsego, MN 55330 Dear Mike: Mr. and Mrs. Richard F. Kincanon 8478 Nashua Avenue Elk River, Minnesota 55330 October 8, 2003 OCT :1 3 2003 Copied to Staff Copied to Council I am following up on the City's offer to reduce the assessment on our property. I appreciate the response of the Mayor on the night of the hearing. Before I can accept an offer, there are some questions that, in fairness, should be addressed. First, what was the basis for the assessment? Our property is not commercial as indicated in the assessment notice. It is a rural residential parcel and should be assessed as such. What is the assessment for our parcel as residential? Secondly, why is our property treated differently than our neighbors? We are a rural residential parcel subject to building restrictions. Based on the current guidelines, I believe we can only build one home on the parcel. As such, our parcel is no different than the neighboring parcels which were assessed around $6,000. What is the justification for the difference in treatment? Thirdly, how did you determine the benefit we are receiving from this project? Being acquainted with this process, I know that we can not be assessed more than the benefit the project brings to our property. Since we have only one building lot, this project will not raise the value of that lot any more than it will our neighbor's lots. As proposed, this is quite an expense which we can not bear without corresponding value. Fourthly, did the City pay us less for the land taken for the road than the value being used to support the assessment? The City took some of our land for the road. It appears that you valued the land taken for the road differently and less than our land for assessment purposes. Please explain. Finally, I ask that you consider that the golf course has lost a substantial amount of business due to the road construction project. Our portion of the road has been torn up longer than any other part of the road and many patrons simply could not get to us during the construction. The project could have been planned so that access to our property on a paved road could have been maintained longer than it was. I can share with you the loss of revenue we have had this summer which shows this project has been a detriment to us and not a benefit. I would like to resolve this amongst us, and so I appreciate the response to date. However, these questions need to be answered so I can really assess the situation. If you would rather resolve this quickly, we are willing to pay the $6,000 assessment that our residential neighbors are paying. S' cerely, ,4,",... ich K incanonn ITEM F3.3_ Alichae[ C Couri• Andrew J. MacArthur Robert T. Ruppe-- David R. Wendorj 'Alto Ucemed it IULwie ALto tkewed iw CaWornia October 8, 2003 City Council Members City of Otsego 8899 Nashua Avenue Otsego, MN 55,330 CO URI & MACAR THUR Attorneys at Law 705 Central Avenue East PO Box 369 SL Michael, MN 55376-0369 (763) 497-1930- (763) 497-2599 (FA1 couriandmacarthur@iobox.com RE: Proposed Assessment Roll- 856 Street Extension Dear Council Members: The proposed assessment roll for the 85`h Street Extension has been placed on the October 13'h City Council agenda, as per the Council directive after the public hearingon the matter was closed. At the public hearing a written objection to the assessment was presented by the Kolles family through its attorney. Prior to the assessment roll being adopted, I would like some additional time to review the objection and the file and talk with the Kolles' attorney, Jim Neilson. I have not yet had time to do so, and would therefore request that the Council further table the matter until October 27. ,The delay will not affect the City's ability to certify the assessment roll this year. Very truly ours, 4�ew J. ac ur COURY & MACARTHUR cc: Ron Wagner, City Engineer Jim Neilson, Attorney at Law NO. 713 P.2/2 City of Otsego Assessment Roll Options for Utilities and Street Improvements to SSth St. East of CSAH 42 Na me Address Property IdontNlcatlon Number Lat Block Proposed Assessment on 1 -1 samem Assn to Kelps KOLLES FAMILY FARM LTD PRTSP 538 ROOSEVELT CrRGLE 118600-221400 RK R51ER MN W WA WA $290,700.00 TODAY PROPERTIES INC =0 MAIN ST COON RAPID N 55448 118-096-001-010 1 1 53$171.80 TODAY PROPERTIES INC 3200 MAN ST COON RAPS MN 55W 11B-088-001-020 2 1 523,639.74 TODAY PROPERTIES INC 3200 MAIN ST IDS MN 684.48 118-008 801.030 9 1 $23,655 7� TODAY PROPERTIES INC 3= MAIN ST COON RAPT B 118-096.001-04D 4 1 $64.916.72 o pilon 2 -Even Split on cement Total Propocsd Asssasment S375.000.00 Coat As Koller 6 Todly KOLLES FAMILY FARM LTD pFusp 388 ROOSEVELT CIRCLE 118-500-221400 VIM MN 68930 NIA N/A $1871500.00 TODAY PROPERTIES INC 3:= MAIN 11e De&001.010 ID 1 1 54160 TODAY PROPERTIES INC 3200 MAIN ST COO MN 55448 118.008801-020 2 1 $30,737, 70 TODAY PROPERTIES INC 3200 MAIN ST RAPIDS MN 8 11498-001-090 3 1 ;304737.70 TODAY PROPERTIES INC 5200 MAIN ST MO RAPIDS MN 55W 4 1 $84,221.32 Total Proposed Assessment 6375,000.00 llMuniclpaVAoleagolOT3461sasgasmonL roils Wlsad 9/1612003: ;i I -rem �p y CITY OF OTSEGO REQUEST FOR COUNCIL ACTION October 13, 2003 ITEM NUMBER: ITEM DESCRIPTION: PREPARED BY: 10.1. Dayton -Ramsey Bridge Meeting City Administrator 10.1. Dayton -Ramsey Bridge Meeting. I wanted to make Council aware of the upcoming meeting in case they wanted to send a written statement of the City of Otsego's position on the proposed bridge. STAFF RECOMMENDATION Send a letter or resolution. Corridor and River Crossing Study Public Scoping Meeting - Open House Wednesday, October 22, 2003 Time: 5:00-7:30 PM Location: Dayton Senior Center Address: 18461 Dayton Street, Dayton Format: Open House -style meeting The Public Scoping Meeting is a great opportunity to learn more and submit your official comments on a possible new Mississippi River crossing and north -south highway corridor, as studied in the Northwest Metro Corridor and River Crossing Scoping Document and Draft Scoping Decision Document. The open house format allows attendees to participate at their convenience during the meeting hours. Staff from Mn/DOT, Anoka County, Hennepin County, and the consultant project team will be available to answer questions, receive comments, and provide information. Why are highway improvements needed in the study area? Tremendous population growth and increasing congestion and delays—especially at Mississippi River crossings—are key reasons for this study. Improving existing highways is a top priority for Mn/DOT. This commitment is shown by several current or recently completed Mn/DOT studies on highways in the northwest metro area (Interstate 94, and Highways 10, 101, and 169). At the same time, it is also important to plan for a potential new north -south highway now—before the opportunity to is lost. Planning for such an improvement today can help communities create a long-term growth/development vision. Studies of the existing highways indicate that a new highway corridor would: Add capacity for expected future traffic, Provide a more efficient transportation network in the northwest metro area by developing a system of appropriately spaced highways, and Create new opportunities for transit and other multimodal transportation options. What does the Scoping Decision mean? The work completed to -date clearly demonstrates a need for more highway capacity. The "Scoping Decision" helps to guide further planning by identifying a just few possible new highway routes. Scoping is one of many steps needed prior to any construction. Another major step to be completed is the preparation of an Environmental Impact Statement (EIS) to evaluate potential social, economic, and environmental impacts in detail. At this time, Mn/DOT has no schedule to start an EIS, and the timeframe for any construction is at least 10 to 15 years in the future. Still, the Scoping Decision is an important step toward identifying and preserving a corridor. Public comments will be considered before a Scoping Decision is finalized and any schedule for an EIS could be determined. What are the next steps? The public comment period for this study will end on October 29, 2003. Following the comment period, a Final Scoping Decision Document will be prepared, which typically serves as the basis for determining which alternative(s) will be analyzed in detail in an EIS. However, as mentioned above, Mn/DOT does not have immediate plans to begin work on an EIS and any construction would not happen for many years. How can I provide input? To provide an'official comment, you must give your name and address. The official comment period ends on Wednesday. October 29 2003. Option One: Write your comment on a comment form provided at the open; house and leave it in the box, or mail it, using the formas a self mailer. If using your own paper, mail the comment to Brian Isaacson (see return address on back page). Option Two: Send an e-mail to Brian Isaacson (brian.isaacson@dot. state. mn.us) Option Three: Visit the project website at http://projects.dot.state.mn.us/ch2m/nwstudy and use the comment feature to submit a comment. AGENDA SECTION Item 11. ITEM NUMBER: 11.1 CITY OF OTSEGO REQUEST FOR COUNCIL ACTION DEPARTMENT Clerk's ITEM DESCRIPTION Fire Assessments ITEM 77 .1 MEETING DATE 10-13-03 PREPARED BY: Judy Hudson, Clerk Mike Robertson, Gary Groen, Kathy Grover and myself reviewed the fire assessments and recommend the following increases for Year 2004. Albertville Monticello Rovers Elk River Current Rate $65.00 $45.00 Recommend $75.50ijV—\ $55.50 6N� $55.00 $40.00 $60.50 UV— W -3(j' Estimated Balance as of 01-01-04 $ -$311.00 $8,024 $230,358.00 We haven't received a bill from Albertville for 2003 nor a new contract. I have a call into Albertville to try and get this all straightened out. D,A,c o--�i W0046 SS.�S-D