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02-14-00 CCki2 CITY OF OTSEGO REQUEST FOR COUNCIL ACTION AGENDA SECTION: DEPARTMENT: IXIEETING DATE: DEPARPREPARED BY: 4.A. Special Presentations Elaine Beatty, City Clerk/Zoning Administrator February 28, 2000 6:30 I'MITEM NUMBER: ITEM DESCRIPTION 1. Chris Bulow - Discussion of possible Liquor License Amendment to allow Strong Beer and Wine as a separate license. 2. Ron Black, Chair HPC - Discussion regarding funding for HPC. BACKGROUND: 1. Chris Bulow will be present to discuss the above with the Council as he does not want a full liquor license for $4,000.00 for the golf course, but would like a license as noted above. Andy MacArthur will be present to help with this item. 2. Ron Black will be present to discuss the funding for a professional for HPC, We have no printed information for you on these items. It is for discussion. RECONINMENDATION: This is for Council information and any decision. 9a hanl , auie si CITY OF OTSEGO REQUEST FOR COUNCIL ACTION AGENDA SECTION: DEPARTMENT: MEETING DATE: DEPARTMENT: PREPARED BY: 5. CONSENT AGENDA Elaine Beatty, City Clerk February 28, 2000 - 6:30PM ITEM NU IBER: ITEM DESCRIPTION: 5.1. Consider approval of partial payment #7 to Barbarossa & Sons in the amount of $33,758.02. 5.2. Consider approval of partial payment #3 to LaTour Construction in the amount of $ BACKGROUND: 5.1. & a 5.2. Attached is information from Larry Koshak regarding these items. At the time this was written the figure amount for 5.2 was not yet available, but it will be in Mr. Koshak's packet information. RECOMMENDATION: This is for Council consideration and approval. If Council has any questions or need to discuss further, the item should be removed to another section of the Agenda. Thanks, Elaine ORINWaMM11,46s Hakanson 1 Anderson Assoc., Inc. Civil & Municipal Engineering land Surveying 3601 Thurston Avenue Suite 101 Anoka, Minnesota 55303 612/427-5860 612/427-0520 Fax CITY OF OTSEGO COUNCIL AGENDA February 23, 2000 ITEM 5.0 CONSENT AGENDA CONTRACT PAYMENTS ITEM 5.1 CONSIDER APPROVAL OF ATTACHED PAY ESTIMATE #7 FOR THE TRUNK SANITARY SEWER AND WATERMAIN PROJECT. COP #98.04. We recommend payment of $76,859.73 to Barbarossa & Sons. ITEM 5.2 CONSIDER APPROVAL OF ATTACHED PAY ESTIMATE #3 FOR THE 78" STREET, QUADAY AVENUE AND PAGE AVENUE SANITARY SEWER, WATERMAIN, STORM SEWER AND STREET CONSTRUCTION PROJECT. COP #99.02. We recommend payment of $181,060.08 to LaTour Construction. \\Ha01\Shared Docs\MunicipaMOTSEGO\901\ot901consentagenda2-28-OO.doc EM5.1;, PAY ESTIMATE #7 February 17, 2000 Barbarossa & Sons 11000 93rd Avenue North P.O. Box 367 Osseo, MN 55369 RE: Sanitary Sewer and Watermain Trunk Facilities Contractor: Barbarossa & Sons, Inc. Contract Amount: $2,173,560.25 Award Date: May 5, 1999 Completion Date: November 1, 1999 Dear Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - REMOVALS Item Sec Ref. Description Estimated Quantity Contract Price Total Contract Price Previous Work Work this Period Total to Date Extension 1 2021 Mobilization Maximum 3% 1 LS $55,000.00 LS $55,000.00 1 1 LS $55,000.00 2 2101 Clear and Grub Sta 36+00 — 94+00 1 LS $2 500.00 LS $2,500.00 1 1 LS $2,500.00 3 2101 Clear and Grub Sta 7+00 — 35+00 1 LS $4,000.00 LS $4,000.00 1 1 LS $4,000.00 4 2104 Relocate Bank Sin 1 LS $2,000.00 LS $2,000.00 1 1 LS $2,000.00 51 2104 Relocate Light Pole 6 EA $1,500.00 EA $9,000.00 21 2 EA $3,000.00 61 2104 Remove Barbed Wire & Electric Fence 570 LF $1.00 LF $570.00 580 580 LF $580.00 71 2104 Remove Barbed Wire Fence 1,800 LF $1.00 LF $1,800.00 1380 1380 LF $1,380.00 8 2104 Remove Bituminous Pavement 2,800 SY $1.50 SY $4,200.00 2056 2056 SY $3,084.00 9 2104 Remove Concrete Curb & Gutter 965 LF $1.80 LF $1,737.00 570 570 LF $1,026.00 10 2104 Remove Concrete Pavement 95 SY $4.00 SY $380.00 80 80 SY $320.00 11 2104 Remove Pipe Culverts 1,600 LF $2.00 LF $3,200.00 1088 1088 LF $2,176.00 12 2104 Salvage and Reinstall Traffic and other Signs 26 EA $37.50 EA $975.00 2 13 15 EA $562.50 13 2104 Salvage Mailbox and Reinstall on new Standard 5 EA $105.00 EA $525.00 0 5 5 EA $525.00 14 2104 Sawcut Bituminous Pavement 835 LF $1.00 LF $835.00 484 484 LF $484.00 151 2104 Sawcut Concrete Pavement 70 LF $5.00 LF $350.00 20 20 LF $100.00 16 21041 Remove and Salvage Stone Retaining Wall 2 EA $500.00 EA $1,000.00 2 2 EA $1,000.00 171 21041 Remove and Salvage Wood Retaining Wall 2 EA $500.00 EA $1,000.00 2 2 EA $1,000.00 TOTAL BID SCHEDULE "A": MaMahared docs\r -altaotsegoWt612\ot612bt.x1s 89,072.00 78,737.50 Page 1 of 7 2!"^'^0 ITEM 5.1 r„n enu�nu c uo�CCTIIOATIIIIJ PAY ESTIMATE #7 Item Sec Ref. Description Estimated Quantit Contract Price Total Contract Price Previous Work Work this Period Total to Date Extension 18 2105 Topsoil Borrow 2500 CY $ 1.00 Cy $ 2,500.00 0 0 Cy $0.00 19 2211 Class 5 Aggregate Base 12000 TN $ 6.50 TN $ 78,000.00 4860.5 1459.7 6320.2 TN $41,081.30 20 2301 6" Concrete Pavement 95 SY $ 27.00 SY $ 2,565.00 80 80 SY $2,160.00 211 2340 Type 31 Bit. Base Course 300 TN $ 44.00 TN $ 13,200.00 267.99 267.99 TN $11,791.56 221 2340 Type 41 Bit. Wear Course 250 TN $ 45.00 TN $ 11,250.00 290.84 290.84 TN $13,087.80 231 2357 Bit. Material for Tack Coat 100 GAL $ 1.50 GAL $ 150.00 102 102 GAL 1 $153.00 24 2511 Bituminous Flume 4 EA $ 300.00 EA $ 1,200.00 3 3 EA $900.00 25 2531 B612 Concrete Curb & Gutter 1,200 LF $ 8.00 LF $ 9,600.00 334 334 LF $2,672.00 26 2531 8616 Concrete Curb & Gutter 140 LF $ 8.75 LF $ 1,225.00 236 236 LF $2,065.00 27 2564 4" Double Yellow Paint 85 LF $ 3.70 LF $ 314.50 0 0 LF $0.00 28 2564 4" Solid White Paint 415 LF $ 1.85 LF $ 767.75 0 0 LF $0.00 29 2564 Pavement Paint - Left Turn Arrow 2 EA $ 90.00 EA $ 180.00 0 0 EA $0.00 30 2564 Pavement Paint -"Only' 1 EA $ 110.00 EA $ 110.00 0 0 EA $0.00 31 2564 Pavement Paint -Right Turn Arrow 2 EA $ 90.00 EA $ 180.00 0 0 EA $0.00 32 2564 Traffic Control 1 LS $ 4,000.00 LS $ 4,000.00 1 1 LS $4,000.00 33 2573 Tempo ary Erosion Control 1 LS $ 3,000.00 LS $ 3,000.00 1 1 LS $3,000.00 34 2575 Agricultural Restoration 25 AC $ 400.00 AC $ 10 000.00 101 11.3 21.3 AC $8,520.00 35 2575 Seeding - Type Field Restoration 50 AC $ 520.00 AC $ 26,000.00 55.2 55.2 AC $28,704.00 361 2575- Type Lawn Restoration 3 AC $ 580.00 AC $ 1,740.00 1 1 AC $580.00 371 _Seeding 2575 Wetland Restoration 5 AC $ 1,200.00 AC $ 6,000.00 2.5 0.2 2.7 AC $3,240.00 38 2575 Sod 7000 SY $ 1.90 SY $ 13,300.00 13336 13336 SY $25,338.40 38CI Works Dept. Gradin 1 LS $ LS 1 $ - 0 1 1 LS $223.50 TOTAL BID SCHEDULE "B": 185,282.25 147,069.56 Page 2 of 7 Ma011shared docs' +aK&ot8eq"1612\o1612bt.x1s 2r.� ITEM 5.1 BID SCHEDULE "C" - CULVERTS AND DRAINAGE PAY ESTIMATE #7 Item Spec Ref. Description Estimated Quantity Contract Price Total Contract Price Previous Work Work t s Period Total to Date Extension 39 2501 8" CS Pipe Culvert 22 LF $15.00 LF $330.00 0 0 LF $0.00 40 2501 15" CS Pipe Culvert 128 LF $18.00 LF $2,304.00 128 128 LF $2,304.00- 40A C.O. #2 20 x 28 CMP Arch 0 LF $38.00 LF $0.00 1250 LF 58 58 LF $2,204.00 41 2501 58'/x" Span RC Arch Pie 32 LF $104.00 LF $3,328.00 0 8 8 LF $832.00 421 2501 58'/x" Span RC Arch Pipe Apron 2 EA $850.00 EA $1,700.00 0 1 1 EA $850.00 43 2503 12" RCP Design 3006 Cl 5 24 LF $22.00 LF $528.00 0 0 LF $0.00 44 2503 12" RCP Apron 2 EA $300.00 EA $600.00 0 0 EA $0.00 45 2503 15" RCP Design 3006 Cl 5 706 LF $23.00 LF $16,238.00 640 640 LF $14,720.00 46 2503 15' RCP Apron 36 EA $325.00 EA $11,700.00 34 34 EA $11,050.00 47 2503 18" RCP Design 3006 Cl 3 102 LF $24.00 LF $2,448.00 110 110 LF $2,640.00 48 2503 18" RCP Apron 4 EA $375.00 EA $1,500.00 4 4 EA $1,500.00 491 2503 24" RCP Design 3006 Cl 3 344 LF $28.00 LF $9,632.00 168 30 198 LF $5,544.00 50 2503 24" RCP Apron 13 EA $400.00 EA $5,200.00 6 6 EA $2,400.00 51 2503 30" RCP Design 3006 CI3 24 LF $36.00 LF $864.00 0 0 LF $0.00 521 2503 30" RCP Apron 1 EA $475.00 EA $475.00 0 0 EA $0.00 TOTAL BID SCHEDULE "C": BID SCHEDULE "D" - WATERMAIN 56,847.00 44,044.00 Item Sec Ref. Description Estimated Quantity I lContract Price Total Contract Price Previous Work Work this Period Total to Date Extension 53 2600 24" Steel Pipe Casing -Jacking 370 LF $140.00 LF $51,800.00 350 350 LF $49,000.00 54 2611 Connect to Existing Watermain 4 EA $850.00 EA $3,400.00 3 1 3 EA $2,550.00 55 2611 8' CI 52 DIP Watermain 1250 LF $18.00 LF $22,500.00 59 79 1329 LF $23,922.00 56 2611 16" Cl 52 DIP Watermain 15256 LF $32.00 LF $488,192.00 15448 -118 15330 LF $490,560.00 571 2611 DIP Fittings 11500 LB $2.00 LB $23,000.00 10000 3,256 13256 LB $26,512.00 58 2611 8" Gate Valve 1 EA $650.00 EA $650.00 1 1 EA $650.00 59 2611 16" Butterfly Gate Valve 23 EA $1,350.00 EA $31,050.00 23 2 25 EA $33,750.00 60 2611 4' Watermain Insulation 9 SY $15.00 SY $135.00 9 18 27 SY $405.00 61 2611 6' CL 52 DIP Watermain Hydrant Leads 200 LF $17.00 LF $3,400.00 125 93 218 LF $3,706.00 62 2611 6" Gate Valve - Hydrant 15 EA $450.00 EA $6,750.00 15 15 EA $6,750.00 63 2611 Hydrant 15 EA $1,600.00 EA $24,000.00 151 15 EA $24,000.00 63A CO #1 1" Corporation Stop 1 EA $40.00 EA $40.00 0 1 EA $40.00 63B CO #1 1 1/2" Corporation Stop 1 EA $45.00 EA $45.00 0 1 EA 63C CO #2 Reset Hydrant and Piping at Pump House 0 EA 1 $1,896.00 EA $0.00 0 1 1 EA $1,896.00 63D CO #2 Reset Private Well Pouliot 0 EA 1 $203.45 EA 1 $0.00 0 1 1 EA $203.45 TOTAL BID SCHEDULE "D": \%&01\shared docsV, ' 'oaf\aotseW\o1612\o1612bt.x1s 654,962.00 663,944.45 Page 3 of 7 2' .,1 BID SCHEDULE "E" - SANITARY SEWER ITEM 5.1 PAY -ESTIMATE #7 Item Sec Ref. Descrl tion Estimated I Quantity Contract Price Total Contract Price Previous Work Work this I Period I Total to Date Extension E-1 - GRAVITY FLOW SYSTEM ''"` ►s: 78 64 2600 24" Steel Pipe Casing -Jacking 530 $160.00 LF $84,800.00 700 310 LF 700 LF $112,000.00 65 2621 8" SDR 26 PVC Pie all depths) 30 LF $40.00 LF $1,200.00 92 18047 LF 92 LF $3,680.00 66 2621 15" SDR 26 PVC Pie 16'-20' 400 LF $44.00 LF $17,600.00 398 690 LB 398 LF $17,512.00 67 2621 15" SDR 26 PVC Pi a 20'-24' 4500 LF $45.00 LF $202,500.00 4449 -100 4349 LF $195,705.00 68 2621 15" SDR 26 PVC Pi a 24'-28' 1335 LF $46.00 LF $61,410.00 1345 2 EA 1345 LF $61,870.00 69 2621 15" SDR 26 PVC Pie 28'-32' 600 LF $47.00 LF $28,200.00 650 8 EA 650 LF $30,550.00 69A CO #2 Sub rade Correction, Rock Material 0 CY $12.00 CY $0.00 0 420 420 CY $5,040.00 70 2621 8" PVC Pipe Plug 2 EA $20.00 EA $40.00 3 $5,200.00 3 EA $60.00 71 2621 15" PVC Pie Plug 1 EA $75.00 EA $75.00 0 $13,000.00 0 EA $0.00 72 Deleted per Addendum No. 1 $35,300.00 1 $0.00 0 $35,300.00 0 $0.00 73 2621 16" DIP Sewer 100 LF $65.00 LF $6,500.00 100 $72,525.00 100 LF $6,500.00 74 2621 18" RCP Sewer 18 LF $55.00 LF $990.00 15 $3,800.00 15 LF $825.00 751 2621 Sanitary Sewer MH to 8' Deep 23 EA $2,050.00 EA $47,150.00 24 $1,000.00 24 EA $49,200.00 75A CO #2 Removal of MH Section, Adjust to Grade 0 EA $400.00 EA $0.00 0 3 3 EA $1,200.00 76 2621 Extra Depth Sanitary MH > 8' 352 VF $80.00 VF $28,160.00 356.8 356.8 VF $28,544.00 77 2621 Construct Outside Drop 3 EA $1,600.00 EA $4,800.00 4 4 EA $6,400.00 77A CO #1 4 inch on 8" Service Wye 2 EA $60.00 EA $120.00 0 2 2 EA $120.00 Item Sec Ret. Description Estimated I Quantity Contract Price Total Contract Price Previous Work Work this I Period I Total to Date Extension E-2 SANITARY FORCE MAIN ''"` ►s: 78 2600 18" Steel Pipe Casing - Jacking 295 LF $125.00 LF $36,875.00 310 310 LF $38,750.00 79 2621 8" DR18 C900 CL 150 PVC Forcemain 18100 LF $23.00 LF $416,300.00 18047 18047 LF $415,081.00 80 2621 DIP Fittings 870 LB $2.00 LB $1,740.00 570 120 690 LB $1,360.00 81 2621 Cleanout MH - Forcemain 3 $4,075.00 EA $12,225.00 3 3 EA $12,225.00 82 2621 Air Release MH -Forcemain 2 EA $3,100.00 EA $6,200.00 2 2 EA $6,200.00 83 2621 8" Gate Valve - Force Main 7 EA $650.00 EA $4,550.00 7 1 8 EA $5,200.00 E-3 SANITARY SE R LIFT STATION 84 2621 Lift Station Electrical 1 $5,200.00 LS $5,200.00 0.8 0.2 1 LS $5,200.00 85 2621 Lift Station Mechanical 1 LS $13,000.00 LS $13,000.00 0.8 0.2 1 LS $13,000.00 86 2621 Lift Station Pumps 1 LS $35,300.06 LS $35,300.00 1 1 LS $35,300.00 87 2621 Lift Station Structure 1 LS $72,525.00 LS $72,525.00 1 1 LS $72,525.00 88 2621 Lift Station Valve MH F-6 1 LS $3,800.00 LS $3,800.00 1 1 LS $3,800.00 89 2621 Lift Station Site Gradin 1 LS $1,000.00 LS $1,000.00 0.5 0.5 1 LS $1,000.00 TOTAL BID SCHEDULE E7, E2, AND E3: \ha01\shareddocstrr ir�aotsego\ot612\o1612b1.x1s 1,092,260.00 1,128,867.00 Page 4 of 7 2!Y '-' ITEM 5.1 BID SCHEDULE "F" - SPECIAL CROSSING OF CSAH 42 PAY ESTIMATE #7 Item Sec Ref. Description Estimated Ouant lt IPrevious Contract Price Total Contract Price Work Work this Period Total to Date Extension F-1 SANITARY SE ER JACKING UNDER CSAH 42• STA 34+81', 90 2600 16" Steel Pipe Casing-Jacking,Sanitary Sewer 120 - $125.00 LF $15,000.00 120 120 LF $15,000.00 91 2621 Construct Outside Drop 1 EA $1,300.00 EA $1,300.00 1 1 EA $1,300.00 92 2621 B" DIP Sewer 128 LF $30.00 LF $3,840.00 128 128 LF $3,840.00 93 2621 DIP Fittin s 45 LB $2.00 LB $90.00 45 45 LB $90.00 94 2564 Traffic Control, W. of CSAH 42 1 LS $500.00 LS $500.00 1 1 LS $500.00 951 2575 Seeding & Restoration W. of CSAH 42 0.3 AC $1,000.00 AC $300.00 0.3 0.3 AC $300.00 F-2 SANITARY S WER AND WATERMAIN JACKING UNDER CSAH 42 STA 45+21 112 2611 6" Gate Valve - Hydrant 1 EA $500.00 EA $500.00 96 2600 16" Steel Pipe Casing -Jacking Watermain 80 LF $125.00 LF $101000.00 80 80 LF $10,000.00 97 2611 DIP Fittings 300 LB $2.00 LB $600.00 150 -33 117 LB $234.00 98 2611 8" CL 52 DIP Watermain 100 LF $18.00 LF $1,800.00 80 80 LF $1,440.00 99 2611 6" CL 52 DIP Watermain H drant Leads 10 LF $17.00 LF $170.00 10 10 LF $170.00 100 2611 6" Gate Valve - Hydrant 1 EA $500.00 EA $500.00 1 1 EA $500.00 101 2611 Hydrant 1 EA $1,600.00 EA $1,600.00 1 1 EA $1,600.00 102 2600 16" Steel Pipe Casing, Jackin , SanitarySewer 110 LF $125.00 LF $13,750.00 110 110 LF $13,750.00 103 2621 B" SDR 26 PVC Pi a all depths) 128 LF $30.00 LF $3,840.00 128 128 LF $3,840.00 104 2621 8" PVC Pipe Plug1 EA $10.00 EA $10.00 1 1 EA $10.00 105 2564 Traffic Control West of CSAH 42 1 LS $500.00 LS $500.00 1 1 LS $500.00 106 2575 Seedin &Restoration West of CSAH 42 0.3 AC $1 000.00 AC $300.00 0 0 AC Item Sec Ref. IDescription Estimated Quantity Contract Price Total Contract Price Previous Work Work this Period Total to Date Extension F-3 SANITARY SEWER AND WATERMAIN JACKING UNDER CSAH 42 STA 58+5'. $0.00 1071 2104 Remove Pipe Culverts 62 LF $4.00 LF $248.00 0 0 LF 108 2600 16" Steel Pipe Casing, Jacking, Watermain 100 LF $125.00 LF $12,500.00 105 105 LF $13,125.00 109 2611 DIP Fittings 300 LB $2.00 LB $600.00 150 33 117 LB $234.00 1101 2611 8" CL52 DIP Watermain 130 $18.00 LF $2,340.00 130 130 LF $2,340.00 111 2611 6" CL 52 DIP Watermain Hydrant Leads 10 LF $17.00 LF $170.00 10 10 LF $170.00 112 2611 6" Gate Valve - Hydrant 1 EA $500.00 EA $500.00 1 1 EA $500.00 1131 2611 Hydrant 1 EA $1,600.00 EA $1,600.00 1 1 EA $1,600.00 114 2600 16" Steel Pipe Casing, Jacking, Sanitary Sewer 130 LF $125.00 LF $16,250.00 130 130 LF $16,250.00 115 2621 8" SDR 26 PVC Pie All depths) 158 LF $28.00 LF $4,424.00 165 165 LF $4,620.00 116 2621 8" PVC Pie Plug 1 EA $10.00 EA $10.00 1 1 EA $10.00 117 2503 15" RCP Apron 2 EA $325.00 EA $650.00 0 0 EA $0.00 118 2503 15" RCP Design 3006 CI 5 50 LF $23.00 LF $1,150.00 01 0 LF $0.00 118 2564 Traffic Control West of CSAH 42 1 LS $500.00 LS $500.00 1 1 LS $500.00 120 2575 Seeding& Restoration West of CSAH 42 0.3 AC $1,000 AC $300.00 0 0 AC 1 $0.00 TOTAL BID SCHEDULE F1, F2 and F3: 95,342.00 92,423.00 Page 5 of 7 2/2'x0 AhaMehared docsV HKaotsegoW612W612bt.xls BID SCHEDULE "G" - EXTRA WORK ITEM 5.1 PAY ESTIMATE #7 Item Description Estimated Quantit Contract Price Total Contract Price Previous Work Work this Period Total to Date Approved Pmt. Extension 63,77 C.O. #1 Service Connection, water & sewer 1 LS $8,220.00 LS $8,220.00 1 BID SCHEDULE "C' - CULVERTS AND DRAINAGE $ 56,847.00 63C C.O. #2 Adjust ExistingHydrant, Pum house, a item 63A 1 LS $1 896.00 LS $1,896.00 Estimate 1 1 LS 1 W $8,220.00 $1,896.00 69A C.O. #2 Sub rade Correction, added rock a item 69A 420 TON $12.00 TON $5,040.00 Estimate 420 420 TON $5,040.00 40A C.O. #2 Arch Pipe, Tom Thumb Area 58 LF $38.00 LF $2,204.00 1 Estimate 1 58 58 LF $2,204.00 TOTAL ADDED WORK: $17,360.00 $17,360.00 BID SCHEDULE 'A" - REMOVALS $ 89,072.00 BID SCHEDULE "B" - RESTORATION $ 185,282.25 $78,737.50 BID SCHEDULE "C' - CULVERTS AND DRAINAGE $ 56,847.00 $147,069.56 BID SCHEDULE "D" WATERMAIN $ 654,962.00 $44,044.00 BID SCHEDULE "E1, E2 & E3" - SANITARY SEWER": $ 1,092,260.00 $663,944.45 BID SCHEDULE 'Fl, F2 & F3" - SPECIAL CROSSING: $ 95,342.00 $1.128,867.00 $92,423.00 ORIGINAL CONTRACT PRICE. $ 2,173,765.25 Total Contract Price $ 2,191,125.25 Based on work Completed, we recommend reduction of retainage to 3% TOTAL TO DATE: LESS 3% RETAINAGE: $ 2,155,085.51 $ 64,652.57 LESS PAY ESTIMATE #1: $ 166,107.50 LESS PAY ESTIMATE #2: $ 258,399.76 LESS PAY ESTIMATE #3: $ 372,436.58 LESS PAY ESTIMATE #4: $ 537,012.67 LESS PAY ESTIMATE #5: $ 455,050.23 LESS PAY ESTIMATE #6: $ 224,566.47 WE RECOMMEND PAYMENT OF: $ 76,859.73 Page 6 of 7 \Vrt►Ot\shared docstrr ' '1gAaotsegobt612bt612bt.xls 2 PAY ESTIMATE #7 APPROVALS: CONTRACTOR; Certification by Contractor; I certify that all Items and amounts shown are correct for the work completed to date. BARBAROSSA & SONS, INC. Signed: Title: Date: ENGINEER: I recommend payment for Items and amount of work as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: ��4/� �lW �l< Date: OWNER: CITY OF OTSEGO Signed: Title Date: Page 7 of 7 Ma011shateddocslmur -ioisego\o1612b1612b1.xls 2- PAY ESTIMATE #3 February 22, 2000 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 Ith Street Water & Sewer mtractor. LaTour Construction Original Contract Amount: $1,348,570.12 Revised Contract by Change Order. $1,402,760.46 Award Date: September 21, 1999 Completion Date: Final completion on or before July 15, 2000. Dear Council Members: The following work has been completed on the above referenced project through January of 2000: RIA GhaAulo 'e• . Roadway *Contract Quantkv Added or Revised by Change Order $1. Item # Spec.Ref Item Description Estimated Quantity Unit Price Contract Price Used to Date Extension 1 2021.501 Mobilization 1 LS $20,380.00 LS S20,380.00 1.00 $20,380.00 2 2101.511 Clearing& Grubbing 1 LS $7,800.00 LS 57,800.00 1 $7,800.00 3 2104.501 Remove Fence 2500 LF $0.90 LF 52.250.00 2,500 52.250.00 4 2104.503 Remove Bituminous Pavement 180 SY $1.50 SY S270.00 180 $270.00 5 2104.513 Sawing Bituminous Pavement FullDepth) 425 LF $1.50 LF 5637.50 225 $337.50 6 2105.501 Common Excavation 32535 CY $1.25 CY S40,668.75 32,000 $40,000.00 6A 2105.501 Common Excavating, Ponding 19396 CY $1.30 CY S25,214.80 19,396 525,214.80 7 2105.505 Muck Excavation 2550 CY S2.15 CY $5,482.50 5,800 $12,470.00 8 2105.535 Salvacled T22soil 36900 CY $1.20 CY $44,280.00 36,505 $43,806.00 9 2211.501 Aggregate Base Cl5 12875 Ton $6.00 Ton 577,250.00 5,980 535,880.00 10 2340.508 Type 41 Wearing Course Mixture 4610 Ton 523.50 Ton 5108,335.00 0 $0.00 11 2340.514 Type 31 Wearing Course Mixture 4510 Ton $22.00 Ton $99,220.00 0 $0.00 12 2357.502 Bituminous Material for Tack Coat 1600 Gal $1.00 Gal 51,600.00 0 50.00 13 2501.511 42' RC Pipe Culvert CI 3 144 LF 569.90 LF 510,065.60 144 $10,065.60 14 2501.515 42' RC Pipe Aron 1 Ea 51,085.00 Ea $1,085.00 1 $1,085.00 15 2501.602 Inlet Structure 16.1 1 Ea $3,300.00 Ea 53,300.00 1 $3,300.00 16 2511.501 1 Random Riprap, Class 111 14.9 CY S45.80 CY S682.42 14.9 5682.42 17 2531.501 Concrete Curb & Gutter Design 8618 10670 LF $6.45 LF 568,821.50 0 50.00 Revised by Change Order $517,343.07 5203,541.32 Original Contract $492,128.27 RIA Schedule 'R• - Storm Sewer 'Contract Quantity Added or Revised by Change Order #1. Item # Spec.Ref Item Description Estimated Quantity Unit Price Extension Used to Date Extension 18 2501.515 12' RC Pipe Aron 3 Ea 5310.00 Ea $930.00 2 5620.00 19 2501.515 15' RC'Pipe Aron 2 Ea $325.00 Ea 5650.00 1 5325.00 19A 2501.515 18' RC Pipe Apron 1 Ea 5360.00 Ea $0.00 1 $360.00 198 2501.515 21' RC Pipe Apron 1 Ea $380.00 Ea 50.00 1 S380•00 20 2501.515 24' RC Pipe Apron 3 Ea $410.00 Ea $1,230.00 2 S820•00 \Vta0l\snafedd0csVmntcroanaotspobt6l3%Ot6l30P.xis 2/23/00 PAY ESTIMATE #3 21 2501.602 Apron 3 Ea $135.00 Ea 5405.00 2 $270.00 22 2501.602 �Guardf.rApron 2 Ea 5160.00 Ea 5320.00 1 $160.00 22A 2501.602 Trash Guard for 18' Pipe Apron 0 Ea 5240.00 Ea SO.00 1 $240.00 22B 2501.602 Trash Guard for 21' PI e Apron 0 Ea 5270.00 Ea 50.00 1 5270.00 23 2501.602 Trash Guard for 24' Pipe Apron 3 Ea 5275.00 Ea $825.00 2 5550.00 24 2503.541 12' RCP Design 3006 CI 5 398 LF 516.70 LF $6.646.60 414 $6,913.80 25 2503.541 15' RCP Design 3006 Cl 5 431 LF 517.90 LF $7,714.90 414 $7,410.60 26 2503.541 18- RCP Design 3006 Cl 5 908 LF 519.80 LF 517,978.40 935 $18,513.00 27 2503.541 21' RCP Design 3006 Cl 3 646 LF 521.90 LF $14,147.40 644 514,103.60 28 2503.541 24' RCP Design 3006 Cl 3 396 LF 523.80 LF 59,424.80 402 $9,567.60 29 2503.541 30' RCP Design 3006 Cl 3 2754 EA 533.40 EA 591,983.60 2604 $86,973.60 29A 2503.541 Construct Drainage Structure 60' 0 LF 52,040.00 LF 50.00 1 52,040.00 29B 2503.541 1 Revise Structure 14-4 0 Ea $722.00 EA 50.00 1 $722.00 30 2506.502 Construct Drainage Structure Design 72' 4020 5 Ea 52,755.00 Ea $13,775.00 5 $13,775.00 31 2506.502 Constrict Drainage Stricture Design 84' 4020 1 Ea $3,257.00 Ea $3.257.00 0 $0.00 31a 2506.502 Constrict Drainage Smicture Des' 96' 4020 0 Ea 55.063.00 Ea $0.00 1 55.063.00 32 2506.502 Construct Drainage Structure Design A or F 13 Ea 5940.00 Ea $12,220.00 12 $11,280.00 33 2506.502 Construct Drainage Structure Design C or G 4 Ea $940.00 Ea $3,760.00 11 $10,340.00 34 2506.502 Construct Drainage Structure Design H 10 Ea $600.00 Ea $6,000.00 3 51,800.00 35 2506.502 Construct Drainage Structure Design Special 3 Ea $1,065.00 Ea 53,195.00 3 $3,195.00 36 2511.501 Random Riprap Class III 57.5 CY 545.80 CY 52,633.50 58.6 52,683.88 Revised by Change Order Original Contract: Bid Schedule 'C" - Sanitary Sewer 'Contract quantity added or revised by Change Order $197,096.20 $198,376.08 $182,139.26 Item # Spec.Ref Item Description Estimated Quantity Unit Price Extension Used to Date Extension 37 2503.511 12' SDR 26 PVC P' 12' - 16' 89 LF 545.70 LF 54,067.30 86 53,930.20 38 2503.511 12- SDR 26 PVC P' 24' - 28' 416 LF 561.70 LF 525,667.20 340 520,978.00 39 2503.511 12' SDR 26 PVC (28'- 321 644 LF 567.70 LF 543,598.80 623 542,177. TO 40 2503.511 18' SDR 26 PVC P' 16' - 20' 309 LF 563.10 LF $19,497.90 304 $19,182.40 41 2503.511 18' SDR 26 PVC 20' - 241 1823 LF 568.10 LF $124,146.30 1823 $124,146.30 42 2503.511 18- SDR 26 PVC Pipe 24' - 28' 160 LF 574.10 LF $11,856.00 160 $11,856.00 43 2503.511 18' SDR 26 PVC P' 28' - 32' 1560 LF $80.10 LF 5124,956.00 1560 $124,956.00 44 2503.511 18' SDR 26 PVC P' (32'- 36' 856 LF 586.10 LF 573,701.60 856 $73,701.60 45 2503.511 8' SDR 26 PVC Pi alt depths) 400 LF 549.70 LF 519,880.00 333 516,550.10 45A CO #2 1 Foundation Correction 450 TN 510.60 TN 54,770.00 450 54,770.00 46 2503.602 Construct Outside Drop 4 Ea $1,565.00 Ea 56,260.00 3 $4.695.00 47 2503.602 8' PVC Plug 6 Ea 514.00 Ea 584.00 5 $70.00 48 2503.602 12' PVC Plug 2 Ea 535.00 Ea 570.00 2 $70.00 49 2503.602 Connect to Existing Sanitary Sewer T Ea 5600.00 Ea S60C.O0 2 51,200.00 50 2506.602 Construct Sanitary Manhole 16 Ea $1,600.00 Ea 525.600.00 16 525.600.00 51 2506.603 Extra Depth Manhole (over 8 it) 270.96 VF $102.70 VF 527,827.59 272.21 527,955.97 51A CO #2 Furnish and Haul Water for Testing 1 LS $1,200.00 LS $1,200.00 1 $1,200.00 518 CO #2 Place and Remove Temporary MH Castings 14 EA $160.00 EA 52,240.00 14 52140.00 Revised by Change Order Original Contract: 5516,022.69 5505,278.67 5507,812.69 Ma0l Wlafed aM3VnUNL4)aAa0M8W\01613W1613BP xis 2123100 PAY ESTIMATE #3 Bid Schedule "D" - Water System 'Contract quantity added or revised by Change Order Item # Spec.Ref Item Description Estimated Quantity Unit Price Extension Used to Date Extension 52 2504.602 Connect to Existing Watermain 4 Ea 5250.00 Ea $1,000.00 3 $750.00 53 2504.602 Hydrant 2 Ea 51,465.00 Ea $2,930.00 2 52,930.00 54 2504.602 6' Gate Valve 8 Box 2 Ea $460.00 Ea 5920.00 2 5920.00 55 2504.602 8' Gate Valve 8 Box 4 Ea 5620.00 Ea $2,480.00 4 52,480.00 56 2504.602 12" Butterfly Valve 8 Box 8 Ea 5835.00 Ea 56,680.00 7 $5,845.00 57 2504.603 6' Water Main -Duct Iron Cl 52 22 LF $10.40 LF $228.80 58 $603.20 58 2504.603 8" Water Main -Dud Iron Cl 52 335 LF 513.00 LF $4,355.00 380 $4,940.00 59 2504.603 12' Water Main -Dud Iron Cl 52 4958 LF $19.10 LF 594,697.80 4891 593,418.10 59A 2504.603 16' Water Main, Quaday 380 LF 532.62 LF 512.395.60 380 $12,395.60 60 2504.62 Ductile Iron Fittings 3436 Lbs 51.40 Lbs $4,810.40 3849 55,388.60 Revised by Change Order $130,497.60 Original Contract: $124,689.00 $129,670.50 Bid Schedule 'E' - Traffic Control 'Contract quantity added or revised by Chanqe Order Item # Spec.Ref Item Description Estimated Quantity Estimated Quantity Unit Price Extension Used to Date Extension 61 2554.602 Permanent Barricade $1.00 LF 4 Ea $225.00 Ea 5900.00 0 $0.00 61A CO #2 Temporary Barricades at MH's $1,750.00 14 Ea 5120.00 Ea $1,680.00 0 $0.00 62 2563.601 Traffic Control 1 LS 5500.00 LS $500.00 " 1 5500.00 63 2564.603 4' Double Solid Line Yellow -Epoxy 0 4620 LF $1.10 LF 55,082.00 0 50.00 64 2564.603 4' Solid Line Yeilow-Epoxy 50.00 720 LF $0.55 LF $396.00 0 $0.00 65 2564.603 4' Solid Line White 76 10780 LF $0.50 LF $5,390.00 0 $0.00 66 2564.603 12' Crosswalk Line White 640 LF $1.50 LF $960.00 0 $0.00 67 2564.603 8' Solid Line Yellow -Epoxy 520 LF $1.50 LF $780.00 0 $0.00 68 2564.604 Crosswalk Marid 2520 SF 52.00 SF 551040.00 0 50.00 69 2564.604 Sign Panels Type C 183 SFI $21.30 SF I 53,897.90 0 $0.00 Revised by Change Order $24,625.90 Original Contract: $22,945.90 $500.00 Bid Schedule 'F' - Restoration 8 Landscape *Contract quantity added or revised by Change Order Item # Spec.Ref Item Description Estimated Quantity Unit Price Extension Used to Date Extension 70 2573.502 Silt Fence, Type Pre -Assembled 2000 LF $1.00 LF $2,000.00 0 $0.00 71 2575.501 Seedir,6 7 AC $250.00 AC $1,750.00 01 $0.00 72 2575.502 Seeding Mixture 500 490 Lbs 52.00 Lbs 5980.00 0 50.00 73 2575.505 Sodding Type Lawn 6000 SY $1.80 SY 510,800.00 0 50.00 74 2575.5TT Mulch Material, Type T T4 Ton S100.00 Ton 51,400.00 0 50.00 75 2575.519 Disk Anchoring 1 7 ACI 550.00 AC $350.00 0 $0,00 76 2575.532 Commercal Fertilizer, 20-10-10 3150 Lbs 50.50 Lbs 51,575.00 0 Original Contract: $18,855.00 $0.00 \Na01%s11area docsVmnicipaftaotsaW\ot613\016138P. uS 2/23/00 Summary of Bid Schedules: Original Contract Revised Contract Work to Oate Bid Schedule 'A' - Roadway $492.12827 5517,345.07 5203,541.32 Bid Schedule 'S' - Storm Sewer 5182,139.26 $197,096.20 $198,376.08 Bid Schedule 'C' - Sanitary Sewer $507,812.69 $516,022.69 $505,278.67 Bid Schedule 'p' - Water System $124,689.00 $130,497.60 S129,670.50 Bid Schedule 'E' - Traffic Control $22,945.90 $22.945.90 5500.00 Bid Schedule 'F' - Restoration & Landscape $181855.00 $18,855.00 SO.00 50.00 TOTAL CONTRACT: Original: 51,348,570.12 Revised: S1,40Z760.46 TOTAL WORK COMPLETED TO DATE $1,037,366.57 LESS 5% RETAINAGE: S51•868•33 LESS PAY ESTIMATE 1: $247,232-46 LESS PAY ESTIMATE 2: 5587205.70 WE RECOMMEND PARTIAL PAYMENT OF: $181,060.08 APPROVALS: CONTRACTOR: Certification by Contractor: i certty that all items and amounts aro correct for the work completed to date. Soled: rile. Date: ENGINEER: Certification by Engineer. We recommend payment for work and quantities as shown. HAICANSON AND N ASSOC S. INC. S•gned: Ti z eC� �l•�e.4 pats Z Zz Gb OWNER: CfTY OF Signed: Title: Date: k12 CITY OF OTSEGO REQUEST FOR COUNCIL ACTION AGENDA SECTION: DEPARTMENT: MEETING DATE: DEPARTMENT: PREPARED BY: 7. Larry Koshak, City Engineer: Elaine Beatty, City Clerk/February 28, 2000 6:30PM ITEM N -LIMBER: ITEM DESCRIPTION: 7.1. Consider approval of Change Order #2 to Project 98.04 - Trunk Sanitary Sewer and Water Main. The contract with Barbarossa & Sons would increase by $10,319.95. 7.2 Consider approval of Change Order #1 to Project 99.02 - 78TH Street, Quaday Ave. & Page Ave. Sanitary Sewer, Watermain & Street Project. The contract with LaTour Construction would increase by $ 7.3. Consider approval of the 1999 MSA unassigned mileage to one of the proposed routes shown on the enclosed exhibit. 7.4. Consider approval of Change Order #1 to Project 99.01 - 1999 Street Overlay. The Change Order will increase the contract with Bauerly Bros by $5,125.00. 7.5. Any Engineering Business Note: 7.2 Dollar amount will be in Larry Koshak's packet of information attached. BACKGROUND: See attached information from Larry Koshak and Mike Robertson will be present also for further discussion on these items in the packet provided by Larry Koshak. 7.2. Is for any other Engineering Business that should arise. RECONLNIENDATION: This is for Council consideration and approval where necessary. Thanks< 2P11 Elaine Mn/DOT TP -2184-02 (5/83) State of Minnesota Department of Transportation ITEM 7.1 CHANGE ORDER #2 Page 1 of 1 :ontractor: Barbarossa & Sons S.P. No. N/A Address: 11000 931d Ave. N. F.P. No. N/A Ossp_o MN 55369 Location: City of Otsego, Trunk Sewer & Water Contract No. Otsego 98-04 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: Add the following work and payment items to your contract: Item 40A 20" x 28" CMP Arch Pipe 58 LF @ $38.00 = $2,204.00 Existing Arch corrugated metal pipe (CMP) had to be removed and replaced when sewer and water lines were extended across the frontage road near the intersection of CR 42 and 39 (Tom Thumb area). Item 63C Reset Piping and Hydrant at Pumphouse 1 LS @ $1,96.00 = $1,896.00 Work necessary for connection between trunk water project and city pumphouse project Item 63D Reset Private Well (Pouliet) 1 LS @ $203.45 = 203.45 Work on well that was impacted by construction -,m 69A Subgrade Correction, Rock Material 420 TON @$12.00 = $5,040.00 The construction of the sanitary sewer encountered some very fine silty sand that could not be dewatered and was too soft for pipe support and bedding. Soil correction was performed by use of an open graded crushed rock product. Item 25A Remove manhole section, adjust to grade 3 EA @ $400.00 = $1,200.00 Manholes on easement, Kolles property, required additional adjustment to match finished grade through drainage area from Kolles farmstead to 85th Street. Item 30C Deduct for Public Works Grading 1 LS @ -$223.50 = -$223.50 A deduction from contract payment to reimburse City of Otsego Public Works for time spent on election day to maintain gravel driveway entrance to school. Total Change Order: $10,319.95 CHANGE IN CONTRACT TIME Due to this change, the Contract Time: Q is Increased by Working Days Q is Decreased by Calendar Days ® is not changed. ] May be revised if the work affected the controlling operation. Original to Engineer, Metro State Aid Office \\Ha01\Shared Docs\Municipal\AOTSEGO\612\ot612CO2.doc Issued by: Project Engineer Date Accepted by: Approved by: Contractor's Authorized Representative Owner, City of Otsego Date Date Mn/DOT TP -2184-02 (5/83) State of Minnesota Department of Transportation Page 1 of 3 ITEM 7.2 ' CHANGE ORDER #1 ontractor: LaTour Construction, Inc. Address: 2134 County Road 8 NW Location: City of Otsego; 78'" St., Quaday & Page Ave. S.P. No. 217-103-01 F.P. No. N/A Contract No. City of Otsego 99.02 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: Revise the contract plans and quantities of work to match adjacent developments. 1. Schedule A, Roadway Revise the configuration of Pond A to match the Prairie Creek Outlot A sketch plan layout. Add Pond C to the project, which pond is located in the Prairie Creek Phase IV data. Perform added work to excavate muck from Lefebvre Creek at 78th Street. Add Pay Item 6A, Common Excavation Ponding, 19,396 CY @ $1.30 = $25,214.80 Pond A, increase 3,463 CY Pond C, Add new pond 15,933 CY Increase Quantity Item 7, Muck Excavation, 3,250 CY @ $2.15 = $6,987.50 Added work as encountered during construction Total contract change, Schedule A work: +$32,202.30 2. Schedule B, Storm Sewer Construct as shown on revised dans and on attached revised Schedule B. The revisions include storm piping on Quaday and 78 to match the new pond and storm piping in the north boulevard of 78th Street to match Prairie Creek. The revised work requires several new payment items. Schedule B, Storm Sewer, original Schedule B work $183,139.26, revised Schedule B work $198,076.20. Add Item 19A 18" RC Pipe Apron, 1 ea 0 $360.00 EA Add Item 19B 21" RC Pipe Apron, 1 ea @ $380.00 EA Add Item 22A Trash Guard to 21" Pipe Apron, 1 ea 0 $240.00 EA Add Item 22B Trash Guard for 21" Pipe Apron, 1 ea ® $270.00 EA Contract Change: +$15,936.94 3. Schedule B, Storm Sewer; revisions required for construction and increased manhole sizing Add Item 29A,Construct Drainage Structure 60", 1 ea @ $2,040.00 Net + $1,100.00 Add Item 296, Feld Revise Drainage Structure 14-4, 1 ea @ $722.00 Net + $722.00 Add Item 31 A, Construct Drainage Structure Design 967, t ea 0 $5,063.00 Net + $1,806.00 Contract Change: +$3,628.00 \\Ha01\Shared Docs\Municipal\AOTSEGO\613\ot613C01.doc Mn/DOT TP -2184-02 (5/83) State of Minnesota Department of Transportation ITEM 7.2 Page 2 of 3 CHANGE ORDER #1 ntractor: LaTour Construction, Inc. Address: 2134 County Road 8 NW Location: City of Otsego; 78th St., Quaday & Page Ave. S.P. No. 217-103-01 F.P. No. N/A Contract No. City of Otsego 99.02 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: 4. Schedule C, Sanitary Sewer The construction of the sanitary sewer encountered some very fine silty sand that could not be dewatered and was too soft for pipe support and bedding. Soil correction was performed by use of an open graded crushed rock product. Add Item 45A Foundation Correction, 450 Ton @ $10.60 Contract Change: +$4,770.00 5. Schedule D, Water System; Revise Water System as required for Quaday Street changes. The street elevations of Quaday were revised to conform with developmental from those set in the trunk sewer and water project of the Prairie Creek plat. The revised grades required re- construction of a portion of the Quaday Avenue watermain. Add Item 59A 16 -inch watermain, Quaday 380 LF @ $32.62 Contract Change: +$12,395.60 6. Added work related to sewer system testing and acceptance The contractor has been directed to perform work on the sanitary sewer system for operational acceptance in April, prior to when the street work will be completed. This will require added traffic control measures and added work to adjust manhole castings to interim and final grade. Add Item 51 A, Furnish and haul water for tests, 1 LS @ $1,200 $1,200.00 Add Item 61 A, Temporary Barricades at manholes, 14 Ea 0 $120.00 $1,680.00 Add Item 51 B, Place and Remove temporary MH Castings, 14 ea @ $160.00 +$2,240.00 Subtotal: $5,120.00 \\H801\Shared Docs\Municipal\AOTSEGO\613\ot6i3C01.doc Mn/DOT TP -2184-02 (5/83) State of Minnesota Department of Transportation Page 3 of 3 ITEM 7.2 CHANGE ORDER #1 )ntractor: LaTour Construction. Inc. Address: 2134 County Road 8 NW Location: City of Otsego; 78"' St., Quaday & Page Ave. S.P. No. 217-103-01 F.P. No. N/A Contract No. City of Otsego 99.02 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: TOTAL CHANGE ORDER: Item 1, Schedule A Revisions Item 2, Schedule B Revisions Item 3, Schedule B Revisions Item 4, Schedule C Revisions Item 5, Schedule D Revisions Item 6, Added for Testing Original Contract Amount Previous Contract Changes, none Prior approved contract amount 'hange in contract due to this change order otal contract including this and previous change orders CHANGE IN CONTRACT TIME ❑ is Increased by Working Days ❑ is Decreased by Calendar Days ® is not changed. ❑ May be revised if the work affected the controlling operation. \\Ha01\Shared Docs\MunicipaMOTSEGO\613\ot613C01.doc Issued by- Accepted y Accepted by: Approved by: $32,202.30 $15,936.94 $3,628.00 $4,770.00 $12,395.60 $5,120.00 $74,052.84 $1,348,570.12 0.00 $1,348,570.12 $74,052.84 $1,422,622.96 Project Engineer Date Contractors Authorized Representative Date For the City of Otsego Date Hakanson II Anderson Assoc., Inc. Civil & Municipal Engineering ,id Surveying CITY OF OTSEGO CITY ENGINEER COUNCIL AGENDA ITEMS COUNCIL MEETING 2/28/00 3601 Thurston Avenue Suite 101 Anoka, Minnesota 55303 612/427-5860 612/427-0520 Fax Item 7.1 Consider approval of Change Order #2 to Project 98.04 — Trunk Sanitary Sewer and Watermain The contract with Barbarossa & Sons would increase by $10,319.95. Find attached a copy of the Change Order #2. Item 7.2 Consider approval of Change Order #1 to Project 99.02 — 78th Street, Quaday Ave. and Page Ave. Sanitary Sewer, Watermain & Street Project The contract with LaTour Construction would increase by $74,052.84. Find attached a copy of Change Order #1. Item 7.3 Consider approval of the new Municipal State Aid (MSA) route with additional mileage earned by development in 1999. Our exhibit attached shows several possible routes. Some of the routes are too long for the mileage allotted. Other routes may not be compatible with the proposed development. The allotted mileage is 0.73 miles for 1999. The City had the routes from 85th Street extended east to CSAH 42 on the MSA plan a few years ago but removed it to use the length on 78tt' Street & Page Ave. That route could be put back in the system. Our recommendation would be the extension of Page Ave. to CSAH 37 using Route D & E. This route would meet CSAH 37 just west of the present farmyard of Lefco Farms. It would connect into Page Ave. at the intersection with 78th Street. Route D & E are about half way between Odean Ave. and the future Quaday Ave. on CSAH 37, which is about 1 3/4 miles each way. If the City does not draw MSA fund for a route as designated the routes can be revoked with no penalty and the mileage is shifted to other routes. If monies are spent on the route and if the desire is to revoke the status the City must pay back the funds spent to the MSA. Council Agenda Items, Page 1 \\Ha01\Shared Docs\Municipai\AOTSEGO\901\ot901agenda2.28-OO.doc We are requesting approval of a motion designating the recommended route. We will be back at a later council meeting for resolution but we must first pass the selection before the District State Aid Engineer. Item 7.4 Consider approval of Change Order #1 to Project 99.01 — Bituminous Street Improvement Project. The change Order will increase the contract with Bauerly Bros. by $5125.00. Find attached a copy of Change Order #1. Item 7.5 Any other Engineering Business Council Agenda Items, Page 2 Ma01\Shared Docs\Municipal\AOTSEGO\901\ot901agenda2-28-OO.doc Hakanson Anderson Assoc., Inc. vraer No. 1 Hakanson ITEM 7.4 Page 1 of 2 Anderson Date: 12/21/99 Assoc, Inc. CONTRACT CHANGE ORDER F ;t• 1999 Overlay Project, City of Otsego Improvement Project No. 99.01 Ovvi ler: City of Otsego To: Bauerly Bros., Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE (Supplemental Plans and Specifications Attached) in Contract Price Change Order #1 is required due to a large percentage (approx. 50%) of the mailboxes and could not be reset according to U.S. Post Office standards (must be between 42" and 46" high to bottom of mailbox from surface of pavement and front edge of mailbox must be approximately even with edge of asphalt). Typical reasons the mailboxes were not able to be reset to U.S. Post Office Standards are: 1) Two inches bituminous overlay added to roadway surface (loss of 2" of vertical height) 2) Existing mailbox post too short to be raised, and would not support mailbox. 3) Roadway widened, which moves post location down the inslope, causing loss in vertical height of the post. 4) Many posts were too rotten or fragile for replacement. ons for the installation of the new mailboxes and posts are: 1) Mailbox heights meet U.S. Post Office Standards 2) Mail carrier does not have to drive over edge and onto shoulder, which can cause edge failure and/or shoulder rutting from repeated stress (especially during spring conditions) 3) New mailboxes and posts swing away if accidentally clipped during snow removal. 4) New mailboxes and posts are more aesthetic and uniform. Item Spec. No. Ref. TOTAL: Description Install New Mailbox \\Ha01\Shared Docs\Municipal\AOTSEGO\336\ot336C01.doc 205 EA @ $25.00/LF= $5,125.00 $5,125.00 Hakanson 1 Anderson Assoc Inc. Orininal contract Amount CONTRACT CHANGE ORDER F )us contract changes, Change Order # N/A to # N/A Pi approved contract amount Change in contract due to this change order Total contract including this and previous change orders Original contract period: Final Completion June 30, 2000 Changed contract period from previous Change Order None Contract period including this and all previous change orders: None Uraer No. 1 Page 2 of 2 Date: -12/21/99 $ 1,187,606.70 $ 0.00 $ 1,187, 606.70 $ 5,125.00 $ 1,192.731.70 This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: Approved by: (Owner's/Engineer) (Contractor) For the Owner (Name and Title) This information will be used as a record of any changes to the original construction contract. \\HaOf\Shared DocsWunicipal\AOTSEGO\336\ot336COl.doc Date Date Date CITY OF OTSEGO REQUEST FOR COUNCIL ACTION AGENDA SECTION: DEPARTMENT: MEETING DATE: DEPARTMENT: PREPARED BY: 8. Andrew MacArthur, City Attorney Elaine Beatty, City Clerk/February 28, 2000 6:30PM ITEM NLAZBER: ITEM DESCRIPTION 8.1. See 4.A.1 Above 8.2. Discussion of Amendments to Assessment Ordinance. 8.3. Discussion of a Common Trench Ordinance. 8.4. Any Other Legal Business BACKGROUND: 8.1. Andy will be present for comments and information. 8.2.&8.3. See attached information and proposed Ordinances prepared by Andy. He will be present to discuss. 8.4. This item is for any other legal business that may arise. RECONLVIENDATION: This is for Council consideration and any approval needed. Thanks, Elaine Michael C. Couri- Andrew J. MacArthur Markus W. Miller 'A I" lk-med in nlir"S February 23, 2000 City Council Members City of Otsego c/o Elaine Beatty, City Clerk 8899 Nashua Avenue NE Elk River, MN 55330 COURT & MACARTHUR Attorneys at Law 705 Central Avenue East PO Box 369 Sr. Michael, MN 55376-0369 (612) 497-1930 (612) 497-2599 (FAX) couriandmacarthurQwbox. aom RE: Proposed Changes to City Assessment Ordinance Dear Council Members: Please find enclosed for your review and comment at next Monday's regularly scheduled City Council meeting a proposed revision to the City's previously adopted Assessment Ordinance. The revisions are made from the version presented to the Council by John Harwood, dated January 19,2000. I have added a section regarding the intent of the ordinance and have revised certain sections to clarify how the ordinance is to be interpreted. In short, the ordinance sets forth procedures that should be adhered to if they are determined to be the best method of assessment for a particular project. In the event that the Council wants to combine methods of assessment or modify application of a particular procedure it must do so by resolution. There are also various changes in words and phrasing, which are highlighted. will be available to answer any questions regarding this matter at Monday evening's City Council meeting. Very tru ours, drew J. Mur COURI & MACARTHUR Encl. cc: Larry Koshak, Hakanson Anderson Dan Licht, NAC CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE 24-1 AN ORDINANCE RELATING TO LOCAL IMPROVEMENTS AND SPECIAL ASSESSMENTS AND ESTABLISHING A GENERAL POLICY THEREFOR SECTION 24-1-1: Intent 24-1-1.24-1-2: Classification of Projects 24-1-2---.24-1-3: Financing Class B and C Improvements 24-4-324-11-4 Assessment Regulations for Class B Improvements 24-1-4M24-1-5: Assessment Rules for Class C Improvements 24 IS- Speraial Rules 24-X24-1-6: Special Rules 24-1-7: Postponed Assessments 24 1 7:24-1-8: Apportionment of Assessments Upon Subdivision of Land 24-1 8.24-1-9: Federal, State and County Aid Use 24- 19- BFaft .h SePA e LifieS 24 1 10- Pai4i 1 P"en 24 1 !P Ceffi f i atien of Assessments 24-142,24-1-10: Branch Service Lines 24-1-11: Partial P4Ment 24-1-12: Certification of Assessments 24-1-13: Assessment Manual 24-4-4-3:24-1-14: Effective Date THE CITY COUNCIL OF THE CITY OF OTSEGO ORDAINS: 24-1-1: INTENT It is the intent of this Ordinance to establish general rules and procedures for the assessment of costs against benefited properties when the City undertakes a public improvement project. The goal of the ordinance is to provide general guidelines which will result_ in as much_ as possible_afair and equitable.distribution,of costs across general classes of benefited properties. The range of allocation of costs is limited by state statute and case law which allows the City only to assess up to the fair market increase in value to a property resulting from the improvement. The ordinance sets forth general rules to be applied in particular situations, and to be followed in the event that a certain method is to be used. However, in. order to arrive at a fair and equitable assessment the City Council may determine that a certain method may be modified or that a project may require a combination of methods of assessments. In the event that a certain assessment method or combination of methods is chosen this ordinance shall dictate how that method will be implemented However, if the Council determines that different methods or combination of methods should be used they may proceed with those methods in a manner which is equitable but may be inconsistent with this ordinance as long as the method and rationale_for departures are set forth in a Council resolution '14 1 1. rI A cclFICA44ON24-1-2: CLASSIFICATION OF PROJECTS: A. In general. Public improvements are divided into those classes specified in the following subdivisions according to their respective benefit to the city as a whole, to specific areas of the city, and to property specially se}vedbenefited by the improvement. B. Class A. Class A improvements are those which are of general benefit to the city at large, including (1) publiecity buildings, except a building which is part of an improvement described in one of the following subdivisions; (2) any public park, trail, playground, or recreational f eilit •; an (3) anyfacility exceQt for those ' . 49.021, Subd. '.improvements.required.as per_a.specifc.City.apProyal; and (3) any other public improvement which the City Council specif cally determines is of general benefit to the City at large. All such improvements shall be financed from general city funds and not from special assessments. C. Class B. Class B improvements are those which are of both general benefit and special benefit to abutting or nearby property. Class B improvements include (1) trunk watermains larger than eight (8) inches; (2) trunk sanitary sewer mains larger than eight (8) inches; (3) permanently surfacing collector streets; (4) storm sewers and (5) the installation and maintenance of street lighting systems; D. Class C. Class C improvements are those which are primarily if not exclusively of benefit to property abutting or in the area of the improvement, including (1) the construction of water mains with inside diameters no larger than eight (8) inches in single family residential areas or twelve (12) inches in commercial industrial areas or high density residential areas; (2) the construction of sanitary sewer mains no larger than eight (8) inches in inside diameter; (3) the construction of curbs and gutters; (4) grading, graveling, oiling, and applying non -permanent surfacing to streets; (5) permanently surfacing streets; and (6) the abatement of nuisances. 24-1 W4-1-3: FINANCING CLASS B AND C IMPROVMENTS: It is the policy of the city to finance Class B and C improvements by the methods prescribed in Sections 3, 4 and 5. The apportionment of the cost between benefited property, between specific areas and between the city at large and the method of levying assessments prescribed in those sections shall be followed in each case unless the council, by resolution, fords that because of special circumstances stated in the resolution, a different policy is necessary or desirable in the particular case. The word "shall" as used in these_ sections indicates_ that. the procedure must be adhered to in the event that the Council determines that a specific method should be followed without modification. In the event that the Council determines by resolution that adjustments to a certain method of assessment are necessary they are not constrained by_directorvprovisions.of this Ordinance.but.by the adopted resolution. Any local improvement described in Minnesota Statutes, Section 429.02 and not placed in Class A, B or C by Section 1 shall be financed as the council determines to be the most feasible and equitable in each case. In each case, the council shall examine the assessment roll before approval and adjust any assessment which exceeds the benefit received by the property assessed. 24-1-3:24-1-4: ASSESSMENT REGULATIONS FOR CLASS B IMPROVEMENTS: A. Trunk water mains and sanitary sewers. The cost of trunk sanitary sewage works and trunk water works shall be allocated tothe properties that which will benefit or be served by the improvement either immediately or within the foreseeable future. The cost allocation to benefited properties may be made by assessment ofbenef*d properties on the basis of armer*area, connection charges, or allocation of fees against properties that can be served. The city council may fund all or any portion of trunk system costs by any combination of area wide methods-errnethods, connection charges, or fees. 1. When a water or sewer main is constructed that can provide current or future service to a property or that provides current or future benefit to a property, that property may be assessed on an area basis 3 for the costs of the improvement. That assessment shall be levied at the time that the public improvement project is authorized. The assessment may be deferred if the council deems such deferment to be necessary or appropriate. 2. When a trunk sewer or water main is constructed that also serves as a lateral sewer or water line, the abu n&b-enefited property shall be assessed for the facility sizing that is defined as Class C improvement in Ordinance Section 24-1-1 D. In addition, #hatthe benefited property shall be responsible for its proportionate share of the cost of the trunk system on the basis of area assessment or connection charge. 3. The cost of any trunk sewer or water main in excess of tlratany lateral assessment shall be assessed on the basis of area or unit against all properties benefited or asuch costs shall be included within a fee or connection charge. 4. The cost of a lift station or facilities other than gravity sewer service shall be assessed on the basis of area against those properties benefited by the lift station. 5. Connection charges for both sewer and water shall be established by council resolution and shall be reviewed annually. B. Collector Streets-Sur&eing. Collector streets are designated in the City ComprehensiveNan, in Plan and by the City's adopted State Aid Street Plan. The cost of the pavement on any collector street roadway shall be assessed against the benefited property either on the basis of frontage on the abutting street or upon lot unit equivalents. When the construction standards for such paving are higher than those the city would use for a residential street, the cost to be assessed shall be based on the cost of paving a standard residential street. Any additional cost to construct to collector street standards shall be paid from non -assessment funds. If bonding is used to finance the improvement at least twenty percent (20%) of the cost of the improvement must be assessed against abuingbenefited properties. 1. If improvements are made to an MSA designated and eligible street, the abtgbenef ted properties shall be assessed for the costs of a city standard residential street and any additional costs shall be paid for by the City. 4 2. Within newly constructed residential or commercial -industrial developments, the Developers shall pay for or be assessed 100% of the costs of newly constructed streets unless any street is MSA eligible in which case Developer shall be assessed or pay for the costs of a standard residential or commercial street and any additional costs shall be paid for by the City unless that the City Council determines by resolution that due to the nature of the development or the financial position of the City that the additional costs should properly. be borne by the Developer. C. Storm Sewers. This section adopted by Ordinance 95-4, 3/27/1995. Cost for construction of storm sewers shall be assessed against the property in the area served by the sewer on the basis of the equivalent square footage of the property. The area to be assessed shall be determined on the basis of topographic maps and other pertinent data. The equivalent square footage for properties shall be determined in accordance with rules or procedures adopted by council resolution. 1. As a general policy, all properties are responsible for a proportionate and equitable share of the costs of storm sewer and surface water system components. a) All individual properties or aggregation of properties within a specific drainage aft*area as defined by the City, or other area defined by a specific development area; or- other- defme areap.Epposal.or by_the.City in some other..manner. are responsible for the total costs to construct storm sewer improvements that serve the area, including lateral facilities which are the surface water and storm sewer drainage pipes, ditches and appurtenances that provide service to smaller or local areas and trunk facilities. Lateral facilities can consist of portions of trunk facilities, with the basic system costs allocated to lateral service and the portion of system cost associated with oversizing and/or added depth as required for area service allocated to the trunk system. b) All individual properties or aggregation of properties within a specific drainagep�.area as defined by.the. City, or other area as defined by a specific development afea; er- other defined proposal or by the City in some other 5 manner are responsible for providing ponding to reduce peak runoff rates from developed property to the rates from property in its pre -developed state and to enhance surface water quality. c) All properties are responsible for an equitable proportion of the costs of trunk storm sewer facilities which are the larger surface or storm water drainage pipes, ditches and appurtenances that provide service to an entire area. d) All properties are responsible for an equitable proportion of the on-going costs of storm sewer utility system operation, maintenance, repair and replacement as required for proper drainage system function. 2. Costs and charges for construction, operation and maintenance of the surface water and storm sewer management and control system will be allocated, assessed or paid under statutory authority including the municipal authority for zoning and subdivision control, the municipal authority to charge for the use and availability of storm sewer facilities, the municipal authority to establish storm sewer tax districts, the municipal authority to establish a storm sewer utility and the municipal authority to construct and assess the costs of public improvements to .benefited properties, or to levy taxes or charges within a defined area of benefit. Under this authority, surface water management and storm sewer systems costs will be allocated, assesseassessed, taxed or paid as follows: a) For all land use changes made under City zoning and subdivision approval authority, properties will be responsible, at the time of the land use change approval, for total costs of construction of required storm sewer improvements, for costs of providing required ponding, and for proportionate costs of the trunk drainage system. b) To pay for the construction, reconstruction, repair, enlargement, improvement, or obtainment of storm sewer systems, including mains, holding areas and ponds, and other appurtenances and related facilities for the collection and disposal of storm water, the city shall impose just and equitable charges for the use and availability of the fae}litie............................................................filillng.h.meto&.and L procedures set forth in either Minn. Stat. 429 or Minn. Stat. 444, Charges to individual properties shall be as nearly as possible proportionate to the cost of furnishing the service, or shall be just and equitable. All charges shall be based upon established statutory procedures, city ordinances, resolutions, or by reference to procedures and rules established by the city council pursuant to statute, ordinance or resolution. Said rules shall set forth the classification of properties based upon the quantity and quality of storm water produced, and other relevant factors. Such charges shall be imposed to all eligible properties in a project area at the time when facilities are constructed for the use and availability of properties and shall include the costs of storm sewer improvements, required ponding and trunk drainage. c) All properties shall be responsible for a periodic fee, charge or tax for on-going and continued operation, maintenance and repair of storm sewer facilities with such fee, charge or tax established by municipal authority as a storm sewer taxing district, under general provisions of Minn. distFtstStat. 444, and/or under municipal authority for a storm sewer utility. 24-1 4:24-1-5: ASSESSMENT RULES FOR CLASS C IMPROVEMENTS: A. Water and Sewer. The cost of lateral water mains or necessary appurtenances eight (8) inches in diameter and smaller in single family residential areas and twelve (12) inches and smaller in industrial, commercial or high density residential areas and the cost of lateral sanitary sewer mains not exceeding eight (8) inches in diameter shall be assessed against A agberiefited property on the basis of frontage or by unit. The cost of water mainslines to be assessed includes the service lines, if furnished, hydrants and valves. The cost of sewer mains includes service lines, if furnished. The cost of lateral sanitary sewer and water mains shall include all components or appurtenances to make the utility complete and may include the cost of restoration, including street surfacing, if such restoration is not otherwise funded. The lateral water and sewer cost shall include the cost of extending the facilities from where the existing sewer may end to the properties to be served and to the far end of those properties as necessary for upstream sewer service or for adjacent property water service. Lateral water line sestlines shall inelade f ^;''*" Fyfor- system , reqonform to the adopted City water plan. If looping is required within a plat or proposed development the costs of looping will be charged or assessed. to the,Developer. B. Streets. The cost of construction of curbs and gutters on any street, graveling, oiling, and applying non -permanent surfacing to any street, or of applying permanent surfaces to streets, shall be assessed on the basis of frontage, to properties that abut, are accessed from and/or are benefited from the street improvement. Assessment of residential street improvement may be made on the basis of the lot, the unit or on an equivalent unit at the discretion of the city council based on the findings of equity and benefit. C. Nuisances. The cost of abating nuisances shall be assessed in a manfle benefit fereived by pr-epeAy to be assessed. " -e asses H.H. is -conformance with Minn Stat 429 101 or adopted City nuisance ordinance. benefited by the impr-evement. 24-1-5:24-1-6: SPECIAL RULES: A. General. Assessment methods are established by the City Council armed -et €aeon a case by case basis in conformance with the stated intent of this ordinance to insure equitable distribution or allocation of costs to benefited properties. In general, the maximum size requirements for trunk sewer, water and drainage facilities is are related to such factors as projected development densi related to land area and the pr-epe ,within an area, the planned or permitted use of that land The mes land. and the of the types_ of. development allowed within the range of permitted uses. In most cases the equitable assessment system for trunk sewer, trunk water and drainage facilities is most often on an area basis. _basis. -lrt .In general, the-requiret assessments for local street and for extension of lateral sewer and water. ; --sel}`should be correlated to the width of lots and to the length of the street or utility necessary to serve each lot and adjacent lots. The most equitable assessment basis for street &and lateral sewer and water is often,on thea frontage basis.. N. In all instances, the City Council has the right to review the basis of assessment and modify by resolution that basis as deemed �ate-.4ppropriate as set forth in Section 1 of this ordinance A modified basis may include unit assessments by lot or parcel and may include equivalency determinations for area, frontage or units to achieve equity. B. Intersections and areas not abutting properties. The cost of street water and sewer improvements in street intersections or in easements and other areas not directly abutting properties, shall be included as part of the assessable sest. cost The City shall pay its equivalent share of improvement costs which pass by City owned property. C. Adjusted Frontage. When the amount of an assessment is determined by frontage, an equivalent front footage shall be determined according to the following rules when an irregular lot requires such an adjustment to maintain fairness in the assessment: 1. General The front of a lot is, in order of precedence, the side or direction that the house faces, the side that the property address is assigned or the side from which primary access is made. The frontage of a property is measured along the front property line. On platted property that frontage is the lot dimension shown on the plat. For unplatted property, that frontage will be determined in order of precedence by, the legal description, by computation, or by scaling dimensions from a city approved map. 2. Adjusted Frontage For irregular shaped lots, equivalent front footage shall be determined by dividing the square footage of the lot by the gel lot de lot depth as determined by the City zoning ordinance and applied to the affected area. Where a lot or unit consists of a combination of rectangular and pie shaped or irregular portions, the equivalent front footage shall be determined as the sum of the straight front footage plus the remainder in accordance with appheablethe City zoning ordinance. ............................. 3. Frontage on Curved Streets a) For lots fronting on curved streets or cul-de-sacs, the frontage shall be measured along the arc at the building setback line, and shall not be less than the minimum lot width required by ordinance for the specific zoning district. 4. Corner Lots. In any assessment made on the basis of frontage, except one for water or sanitary sewer, corner lots shall be assessed for footage along the longest side if residential property and along both sides if commercial -industrial property. Any remaining footage shall be spread among all other assessed properties. In the case of an assessment for a lateral water or sewer main, Class C, corner lots shall be assessed for the footage only along the front side of the lot. Where frontage curves so greatly as to give a general appearance of a corner, the lot shall be considered a comer lot and equivalent front footage, as well as side footage where required, determined on the basis of an irregularly shaped lot. 24-1-4.24-1-7: POSTPONED ASSESSMENTS: A. If the city advances its own funds to pay for improvement costs relating to property abuttifig-anbenefiting from but not initially assessed for an improvement, the city may reimburse itself for all or any portion of this cost by levying assessments against such property upon notice and hearings provided for the assessments at a later date. B. If the city advances its own funds to pay for improvement costs that benefit non -abutting property not initially assessed for it, but able to use it when extensions or other improvements are made, the city may include all or any portion of the costs originally advanced into assessments for later improvements if notice to that effect is included in the notice of hearing on the matter of undertaking the later extension or improvements. 24-1-7.24-1-8: APPORTIONMENT OF ASSESSMENTS UPON SUBDIVISION OF LAND: 10 If a special assessment is levied against a tract of land which is later subdivided, the installments remaining unpaid can be apportioned among the various lots and parcels in the tract upon a finding that such apportionment will not materially impair collection of the balance due. This may be done upon application of the property owner or by the City Council acting upon its own motion, but notice of such apportionment and of the right to appeal must be mailed to or personally served upon all owners of any part of the tract. If the assessment has been pledged towards payment of improvement bonds, the City Council must require the owner or owners to provide adequate security. The City Council may also, at its discretion, require security in other cases. 244424-1-9: FEDERAL, STATE AND COUNTY AID USE: If the city receives financial assistance from the federal government, the state, or the county to defray a portion of the cost of a street improvement project, such aid shall be used first to reduce the share of the project cost which would be met from general city funds according to the assessment formula contained in this ordinance. If such aid is more than the amount of the improvement cost to be borne by the city such additional amount shall in no way affect a reduction in individual assessments calculated pursuant to this ordinance and city assessment policy. 24-1-9-:24-1-10: BRANCH SERVICE LINES: Water and sewer lines shall be installed from the main to the front property line of property to be served before any permanent street surfacing is constructed in the street. If any property owner fails to put in such water and sewer service lines within 30 days after notice from the city engineer, the city council shall proceed to have water and sewer service installed and to assess the cost against the property. 24 11-0-, 4-1-11: PARTIAL PAYMENT: After the adoption by the city council of the assessment roll in any local improvement proceeding, the owner of any property specially assessed in that proceeding may, prior to the certification of the assessment to the county auditor, pay to the city treasurer any portion of the assessment not less than $100. The remaining unpaid balance shall be spread over the period of time established by the council for installment payment of the assessment. 24-1-11.24-1-12: CERTIFICATION OF ASSESSMENTS: After the adoption of any special assessment by the council, the clerk or deputy clerk shall transmit a certified duplicate of the assessment roll with each 11 installment, including interest, set forth separately to the county auditor to be extended on the proper tax lists of the county. 24-1-44t24-1-13: ASSESSMENT MANUAL: The city clerk and staff shall prepare an administrative manual specifying more detailed procedures for the conduct of local improvements and the levy of special assessments in supplementation of this ordinance, and consistent therewith. Upon approval of the council by resolution, such manual shall be used with this ordinance in the conduct of all local improvement proceedings to which they apply by their terms. 244-13f24-1-14: EFFECTIVE DATE: This Ordinance to be effective upon its passage and publication according to law. Motion for adoption made by Councilperson seconded by Councilperson 1999. IN FAVOR: OPPOSED: History: and this day of Ordinance 24-1 Originally adopted October 24, 1994 Ordinance 95-4 Originally adopted new section 24-1 -3c, Storm Sewer March 27, 1995 Ordinance 99- Adopted Miscellaneous Revisions, , 1999 12 Michael C. Couri- Andrew J. MacArthur Marcus W. Miller •A Cm /loosed in Rfirwu February 23, 2000 City Council Members City of Otsego c/o Elaine Beatty, City Clerk 8899 Nashua Avenue NE Elk River, MN 55330 CO URI & MACAR THUR Attorneys at Law 7105 Central Avenue East PO Box 369 St. Michael, MN55376-0369 (612) 497-1930 (612) 497-2599 (FAX) courian&nacarthurQwbox. caom RE: Proposed Common Trench Ordinance Dear Council Members: Please find enclosed for discussion purposes a proposed Common Trench Ordinance as directed by the City Council. I have discussed the ordinance and concept with the City Engineer and have asked for his comments. I would propose that the draft ordinance be discussed by the Council and also be transmitted to the various utilities for their comment. In discussions with the Engineer, it was determined that the main intent of the ordinance would be to require a common trench in situations where the service was essentially a lateral or sub -trunk lines. In many cases the City would not want the main trunk service in a common trench. At this time we do not know how all of these utilities classify their various lines. Therefore, input from the utilities would be helpful in reaching a final draft of the ordinance. will be available to answer any questions regarding this matter at the City Council meeting on Monday evening. Very L ew J. ur COURI & MACARTHUR Letter to Otsego City Council February 23, 2000 Page 2 Encl. cc: Larry Koshak, Hakanson Anderson Dan Licht, NAC CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO: ORDINANCE REQUIRING COMMON TRENCH FOR INSTALLATION OF UTILITIES THE CITY COUNCIL OF THE CITY OF OTSEGO ORDAINS AS FOLLOWS: Section 1. INTENT. The intent of this ordinance is to regulate the installation of utilities within right of ways located within the municipal boundaries so that installation is accomplished in the most efficient and least disruptive manner, and so that construction work within said right of ways is coordinated as much as possible so as to cause the least disruption to right of ways, and the least cost to the City. Section 2. DEFINITIONS. 1. CITY. The City of Otsego, Wright County, Minnesota. 2. COMMON TRENCH. A single trench for delivery of utility services as defined in the Otsego City Engineering Standards as adopted by resolution and herein incorporated by reference. 3. LATERAL FACILITIES. Utility services which are sized primarily to bring service to a specific local area, such as a plat. 4. RIGHT OF WAY. Any roadway and adjacent property over which the public has rights in no matter how acquired, by user, fee ownership, easement, dedication, prescription, or in any other manner. 5. TRUNK FACILITIES. Utility services which are sized primarily to bring service to a large area. 6. UTILITIES. Any provider of a service which is delivered by means of pipes, wires, cables or any other means of conduction which is placed within a right of way. Utilities include, but are not limited to, gas, electricity, telephone, cable television, or any other service delivered in a similar manner. Section 3. LIMITATIONS. All Utilities providing lateral service shall provide service to an area within a common trench, and according to Otsego Engineering Standards as adopted by resolution of the City Council and as subsequently amended. All lateral service provided to newly platted residential, commercial, or industrial lots shall be in a common trench. In the event that lateral service is to be provided to areas previously platted or developed in a situation where common trenching is appropriate, the City Engineer shall determine whether or not common trenching will be required taking into account all appropriate factors. Section 4. TRUNK FACILITIES. Trunk facilities need not be placed in a common trench. The determination as to whether or not a particular utility service is a trunk or lateral service shall be made by the City Engineer. Section 5. SEPARABILITY. If any court of competent jurisdiction shall adjudge any provision of this ordinance to be invalid, such judgment shall not affect any other provisions of this ordinance not specifically included in said judgment. Section 6. INJLTNCTIVE RELIEF. In the event of a violation of this ordinance, the City may institute appropriate actions or proceedings, including requesting injunctive relief to prevent, restrain, correct or abate such violations. Section 7. MISDEMEANOR. Any person, persons, firm, corporation or other entity violating any provisions of this ordinance shall be guilty of a misdemeanor, and upon conviction thereof, shall be punished pursuant to the penalties set forth in Minn. Stat. 609.02, Subdivision 3, or as subsequently amended plus costs of prosecution. Section 8. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication. ADOPTED BY THE CITY COUNCIL OF THE CITY OF OTSEGO this day of , 2000. IN FAVOR: OPPOSED: CITY OF OTSEGO Larry Fournier, Mayor Elaine Beatty, City Clerk CITY OF I TSEGO 8899 Nashua Avenue N.E. ON THE GREAT RIVER ROAD (612) 441-4414 Elk River, MN 55330 Fax• (612) 441-8823 February 29, 2000 Albertville City Council C/O City Administrator Linda Goeb PO Box 9 Albertville, MN 55301-0009 Dear Albertville City Council: We look forward to our upcoming meeting with you. To facilitate discussion, I am enclosing for you the questions the Otsego City Council would like answered at this meeting. 1. Will Albertville be willing to sell Otsego some sewer capacity in its next (1st) phase of sewer plant expansion, Yes or No? 2. If yes, what terms and conditions would you attach to the sale of sewer capacity? 3. If Albertville is not willing to sell Otsego sewer capacity in its 1st phase of sewer plant expansion, would it be willing to sell sewer capacity in the 2nd phase of sewer capacity, Yes or No? 4. If yes, what terms and conditions would you attach to the sale of sewer capacity? If you have any other items you wish to discuss, please let us know in advance so we can be prepared to discuss them. Sincerely, Mayor Larry Fournier cc: City Engineer Larry Koshak City Engineer Pete Carlson CITY OF TSEGO 8899 Nashua Avenue N.E. ON THE GREAT RIVER ROAD (612) 441-4414 'lk River, MN 55330 Fax• (612) 441-8823 February 29, 2000 Albertville City Council C/O City Administrator Linda Goeb PO Box 9 Albertville, MN 55301-0009 Dear Albertville City Council: We look forward to our upcoming meeting with you. To facilitate discussion, I am enclosing for you the questions the Otsego City Council would like answered at this meeting. 1. Will Albertville be willing to sell Otsego some sewer capacity in its next (1st) phase of sewer plant expansion, Yes or No? 2. If yes, what terms and conditions would you attach to the sale of sewer capacity? 3. If Albertville is not willing to sell Otsego sewer capacity in its 1st phase of sewer plant expansion, would it be willing to sell sewer capacity in the 2nd phase of sewer capacity, Yes or No? 4. If yes, what terms and conditions would you attach to the sale of sewer capacity? If you have any other items you wish to discuss, please let us know in advance so we can be prepared to discuss them. Sincerely, Mayor Larry Fournier CC: City Engineer Larry Koshak City Engineer Pete Carlson CLAIMS LIST CITY COUNCIL MEETING February 28, 2000 TO: City Council Attached is the Claims List for your consideration. For more detail, please refer to the Check Detail Registers. Claims Register $ 9,110.00 Claims Register $ 66,463.01 Automatic Pay Deductions $ 68,668.78 GRAND TOTAL $144,241.79 If you have any questions or if you would like to review this list further, please let me know. Judy Hudson Deputy Clerk/Treasurer 1 CITY OF OTSEGO Monday, January 31, 2000 Check Summary Register Page 1 of 1 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid HELEN WILSON BERGE $9,110.00 Total Checks $9,110.00 CITY OF OTSEGO Monday, January 31, 2000 Check Detail Register Page 1 of 1 Check Amt InvoiceComment 10100 BANK OF ELK RIVER Unpaid HELEN WILSON BERGE E413-43100-500 Capital Outlay (GENERAL) $9,110.00 Odean Ave Easement Total HELEN WILSON BERGE $9,110.00 10100 BANK OF ELK RIVER $9,110,00 CITY OF OTSEGO Monday, January 31, 2000 Check Summary Register Page 1 of 1 Name Check .._ Check Arnt ♦\\\`• \♦�\\. �:� ♦ ti,.♦��e;<: ♦♦ ♦�<zr, a♦♦. ♦♦ c�♦� ♦♦ ♦ ♦♦;cz: ;>.z. ?r:: ;•::zzz:>.::: ♦>:z»:< ,zz::; ; ♦. �♦ 00 BANKOFELKRIVER UnPaid HELEN WILSON BERGE $64,891.00 UnPaid ICMA RETIREMENT TRUST $614.70 UnPaid PUBLIC EMPLOYEES RETIREMENT FD $907.31 UnPaid STATE CAPITAL CREDIT UNION $50.00 Total Checks $66,463.01 CITY OF OTSEGO Monday, January 31, 2000 Check Detail Register Page 1 of 1 Check Amt In'v'oice Comment �( •� „`• ,'iii '�\ti'Ci � �. F^.,X��'C>YT:•.\�1��i��1'�`2��':��'•A�i54C,� ��4KJnl�v,�1�tiJ.\�'r.4\\�,�i<'�.r$'�W�4 ..''.nii�� 10100 BANK OF ELK RIVER �-.r��--•:,.<�,.,,<,.«<r ��r,�,.Y,a�r,.��a«�, UnPaid HELEN WILSON BERGE ::x.,.xrrHr::..,�.r<r«,,.:rrxxr,,,,,:xx.,.�...<wx,,..�,.�.<�....,,.,,,,xx.:..N,.x:::::M..,...,.:n,..: E 413-43100-500 Capital Outlay (GENERAL) $64,891.00 Odean Easement Total HELEN WILSON BERGE $64,891.00 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $412.78 PPE 2-5-00 E 101-41400-121 PERA $201.92 PPE 2-5-00 Total ICMA RETIREMENT TRUST $614.70 UnPaid PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA $434.01 PPE 2-5-00 E 101-41400-121 PERA $203.81 PPE 2-5-00 E 101-43100-121 PERA $196.97 PPE 2-5-00 E 101-41550-121 PERA $72.52 PPE 2-5-00 Total PUBLIC EMPLOYEES RETIREMENT FD $907.31 ,-.,w:x:.,x•.vn,xw.w::x:::nw::::xnvvrxfl\CM•W]PS]TSti^PTYS...•....�,,.•..•^lO:•iC•iT:?]V"RT,Y".ti^T:>TTT.R]W9C•T •••Unpaid STATE CAPITAL CREDIT UNION .%LCriNW»TTi3:J:4N4YTisOJ00}ii:FY:J:•YJSi>h•JMN4iY.00+M +tttnas,i....++msx G 101-21709 Medicare $50.00 Olson 141923 Total STATE CAPITAL CREDIT UNION $50.00 10100 BANK OF ELK RIVER $66,463.01 CITY OF OTSEGO Thursday, February 03, 2000 Check Summary Register Page 1 of 1 Total Checks $68,668.78 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AFFORDABLE SANITATION $229.13 UnPaid AIRGAS, INC. $27.81 UnPaid BEAR ALARMS $272.64 UnPaid BOISE CASCADE OFFICE PRODUCTS $190.36 UnPaid CORROW TRUCKING $1,727.39 UnPaid COURI MACARTHUR LAW OFFICE $2,585.50 UnPaid DJ'S HEATING & AIR COND $480.50 UnPaid DJ'S TOTAL HOME CENTER $40.99 UnPaid EAST SIDE LEASING CO $1,270.97 UnPaid ECM PUBLISHERS INC $63.65 UnPaid EVERGREEN LAND SERVICES CO $575.00 UnPaid FORTIS BENEFITS INSURANCE CO $94.19 UnPaid GOPHER STATE ONE -CALL INC $4.00 UnPaid H G WEBER OIL COMPANY $1,111.05 UnPaid HAKANSON ANDERSON ASSOC INC $52,057.11 UnPaid JERRY V JOHNSON $2,340.00 UnPaid MEDICA $3,118.41 UnPaid MINNESOTA COPY SYSTEMS $194.84 UnPaid MINNESOTA LIFE $62.70 UnPaid ONRAMP, INC $218.85 UnPaid PRINCIPAL FINANCIAL GROUP $243.74 UnPaid RANDY'S SANITATION $257.50 UnPaid RUNDQUIST, CORRIE M. $175.00 UnPaid SAFETY TRAIN, INC. $1,223.00 UnPaid WRIGHT COUNTY AUDITOR -TREASURE $104.45 Total Checks $68,668.78 CITY OF OTSEGO Thursday, February 03, 2000 Check Detail Register Page 1 of 3 Check Amt Invoice Comment n....,.......,., n»..:::`:\'2:i. •1}iJ.v. <Axr , � ... f:• " •k:i'iY:iirn'� •'.S::ii�'i•X}::Gi.,w.,` ......................... ii •'T �Jh •'moi .;:<,.>;'•>:•;:.;;::.,.>:.;<.:! a Jn .✓• ��...:.:..:...........<.: \w .c;:�. sN:e�c- au:.y�'i��3��.�4'3��}». : }}�•�•,,�•.,»»,,,»», �r<.,c� » >� 10100 BANK OF ELK RIVER ?}.\•:ti<v:i-};!!!v:-:C<•:[tiv>>_:R'\^TC:>}:ttq\•\5!•i.?v,�OC<.}r!;.:4>}:ic•!::.:iJ:n>:!r+i,\.\!O:!.}:::.!!!gWpwM}%[J:ttM}.v-^OP%OOP]�OKP-xn.,+»n[!<n+hvx�nK:•vxxv,•r:x»}vAvK. v ,,: , x:: UnPaid AFFORDABLE SANITATION E201-45000-410 Rentals (GENERAL) $114.63 2012 Feb Rental E201-45000-410 Rentals (GENERAL) $114.50 001210 Nov Rental Total AFFORDABLE SANITATION $229.13 JNPWM.IV)OOOP.vNP?00.:.%CPOJPPr4X+:<N.a. }%v..., ,,,..,..... ........ .... .. ....»..,.:.,,,....,.....::....,.vv.?..»»„w�»».:.,»:,,,.:..:.,........v........ ::,:,,.H1T�5,•.SSASv...<A.,y:!WS<.:a Unpaid AIRGAS, INC. E101-43100-220 Repair/Maint Supply (GENERAL) $12.95 219427 Oxygen E101-43100-220 Repair/Maint Supply (GENERAL) $14.86 225759 Tube Adaptor Total AIRGAS, INC. $27.81 Unpaid .P,wP.wr.BEAR ALARMS't�P:.>„�..Prw.<...}w„�<,m,PSP..:,w,�,.:»•:r•:x:.:»:.::::.,:...v..,,,..:.,..,,.,..:,,»,w.,»»»,..»,.,-!!�P�P��.��}}:r: E 101-41940-390 Contracted Services $272.64 1310 AN Monitoring Total BEAR ALARMS $272.64 O:!•}Yf.<;«LOC<LSXONCO:,P:JPGO:\Y�G]O:;K!t�4:�P:PC«»v.\.. ::::: ::.v: •<:.v« «<:: n.<.w<mn,-.xxw.,.s„rx.•x<n.xv.,.n.: x::: :::vx::::x::::.v::x::x:<n•: x::<xxxxxv:.:vw<)PX•Nx•%1. »>:. V:>NP]CTT}»: Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-203 Supplies - General ($66.26) 464180 Supplies E 101-41400-203 Supplies - General ($7.76) 571276 Supplies E101-41400-203 Supplies -General $264.38 451633 Supplies Total BOISE CASCADE OFFICE PRODUCTS $190.36 :C�.•;5K<!<ti!iw4'+0v:!<!�•::TiiC94<•:<R(OY.<v4:4:<4C!S<r:!AL.:!O:L.'F.Ki.:;C;.:;M{U.Wif:.:,:'.Ott!Lttru'Ct:In%dP':MAMMOY.:Nttt.:xtxsfe:/tttm::LLtJNMv.YY•xxm4%C<Htrv<xwtnnx.,vvxn.: n,.nvm•:: xi Unpaid CORROW TRUCKING E 101-43610-390 Contracted Services $167.39 Feb Service E 101-43610-390 Contracted Services $1,560.00 January Recycling Total CORROW TRUCKING $1,727.39 :L:tt4%[1.,--: n,v: v:::: C..: v: .w::_:4'::::: •v:::.w: n: .... v:.,:.::.,:: x.:.: n:vrnUvmxrrv.»v.»•nw.v:: nw: x:::::::::::::::: x::: x:::::: r:::::: m::.: n,•:.v:::.v::::.w.4KSS•.•.Av.K4.4: x}i}:J: N Unpaid J COURI MACARTHUR LAW OFFICE E 415-43251-301 Legal Services $714.00 Wastewater Treat E 101-41700-301 Legal Services $888.50 General Legal E 413-43100-301 Legal Services $280.50 Odean Avenue G 701-21936 Mississippi Pines PUD 00 $255.00 Swenson G 701-21922 Pheasant Ridge $127.50 Pheasant Ridge E 601-49400-301 Legal Services $85.00 Elementary Well E 101-41700-301 Legal Services $42.50 Lefebvre E 413-43100-301 Legal Services $42.50 Morisette E 101-41700-301 Legal Services $150.00 Cokley Litigation Total COURT MACARTHUR LAW OFFICE $2,585.50 .......... UnPaid DTS HEATING & AIR COND E 101-43100-400 Repairs & Maint Cont (equip) $480.50 27551 Shop Furance repair Total DJ'S HEATING & AIR COND $480.50 <:Unpaid'.,,.rn.....::::rv:......:...:..,..,.:.rvr.rv......:.DJ'S TOTAL HOME•CENTER.....«., �P„oa:�«:.,:r:.....:...,.,..,,rr<...::•..,.�}...,.r,...,,.,,..•�:-a.P:ri,�r„>,.'�N.,�.:� w...,........� E 101-43100-220 Repair/Maint Supply (GENERAL) $40.99 Total DJ'S TOTAL HOME CENTER $40.99 UnPaiclN�,n� ,,,,,,�.... ,.,» E 101-41400.413 Office Equipment Rental $77.57 5025 Sales Tax E 101-41400-413 Office Equipment Rental $223.40 5025 Copier rental E101-41400-413 Office Equipment Rental $970.00 5025 Buyout Factor Total EAST SIDE LEASING CO $1,270,97 CITY OF OTSEGO Thursday, February 03, 2000 Check Detail Register Page 2 of 3 Check Amt Invoice Comment ..•V\::•};•Y};•Y;•}:.Y;.Y::;.::::;v tt:\'•}:•Y}}Y}}}'.}}:.}Y�•Y:LY .:.} , ,YY}>•. , . } +P ,},..:.,.... . ., i.........,. ...�. 'Y'.4' ?�. •' \.+.?%inri,\,•„?}?YYFiY., .;.�. •.YlF Fi -lin+???};:i}: :\. , ?Y,..Y , .?,?,,, . .v� 4' i'iNYY:. vYY:'l• U:: \\�\\i}}:ii.:YY:ii::::::.Y:.}:':`':':�tn};:{?viiiiTii.,S.,w::: n•:.::GYY 'v:\i+:.v:Nn \,•YY.xi•:::M?Y��\{ •Y:: < Y?\.Yah+.�Y�•:.x•Y.J.�\\\`.{1000J1,��C`R.�+� iT�+:Y•::rY•:,'ri1'l;.irF.t\\\{w'�S\U\\ x,x,,„:w.v:nxv.:•.:v.,,vn,•.w:::::: n::..vmrr: n\i ..�:, ...v:maxN voc0000000W0iV.w.,Vr AVOarn.P.w.S„a,,::C4:i'WYC„kVe000oaVPxa0YF4:4.NYu+A,:i,\,+A+N.H.+:oC,W000MavcNU06)o00ota0.\+T�:„x:mnti,,,v:v:nv.�� UnPaid ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $63.65 Miss Pines PH Total ECM PUBLISHERS INC $63.65 ,:t�NVM.xMn•.x•:: x::::::::::.w...•.K}Jv}.v:•}:•Y:•%AY:f.:ii}F:TYTT:TTT}::”f.VtC:YWPYJP:S4Y]R�4:•l�\•:ti•}}}:ti:'}N}V:hSY}Y1�}Y•iF..:LyyY}%Y.,.':•itrT'. UnPaid A EVERGREEN LAND SERVICES CO E 413-43100-390 Contracted Services $200.00 117 ROW Agent E 101-43100-390 Contracted Services $375.00 137 ROW Agent Total EVERGREEN LAND SERVICES CO $575.00 Sxxv....:::,,......:........ n,....,.x.x..SV. SSOM•}x[C.J[SpSSSMNM�i4�'oTCC55 YIX-0OMC<-0WOOdC�]OMti.:±ttt.WM4YA`NNKMYCKMrM NIIM�MMxv.•.xv ••• •••••• ••••••••• •.••.. ... -..: •::SC: Y:'F.SSS;SSS•:S SCS.: SSP:Sri;:\4:Y:SS•iC55 UnPaid FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $27.00 PW STD E 101-41400-130 Employer Paid Ins (GENERAL) $67.19 Adm STD Total FORTIS BENEFITS INSURANCE CO $94.19 �Yx.,««.«•:•:�:�.,�.,�•:,>:,::.,..;�:..<,:.�,ax::.u;,,Y� �.:t<...x:,:.,M�M«�t«MOM,MaY:M«<�M.�..�.x�.�. • �x..,.,,•N.,•tmx:M�.Y..�t.,taY..x...,�,,,..,M.,,,x,,,�,.,.N.. UnPaid GOPHER STATE ONE -CALL INC E 101-41400-310 Miscellaneous $4.00 10572 Jan Service Total GOPHER STATE ONE -CALL INC $4.00 x,•:m:.,,•:::.w:::.,w:::::::.v:::::::::::.Sv:.v::::::}::}}TYTNY::}T?T::+•i}WY%.i}Y}ticY:OILT \•.v,.}.:f::4P 1'N }}TT:C::4: }:V}TTT nYY}}:Sp}Y]P}:.YhU]i.:,,h+:5.+:5:.}:SSS.\�F4:OFh'AG:JXJF]D%.UO.\vAA6Y:MVAU'!x5}Yw'x'.J+sxw'Y}vfCA+MOMnw.\v.N\Ms:. Unpaid H G WEBER OIL COMPANY E101-43100-202 Gas & Oil $174.26 36048 Heating Oil E 101-43100-202 Gas & Oil $185.01 36157 Heating Oil E 101-43100-202 Gas & Oil $332.70 36050 Gas E 101-43100-202 Gas & Oil $419.08 36049 Diesel Fuel Total H G WEBER OIL COMPANY $1,111.05 :.... k..:...::............ Unpaid A::x:.:.::f7Y..,.. HAKAN$ON ANDERSON ASSOC INC G 701-21936 Mississippi Pines PUD 00 $112.50 2210 Miss Pines G 701-21929 Northern Gas $35.00 2202 Northern Natural St E 101-41560-302 Engineering Fees $158.13 606 Monitoring Wells E 415-43251-302 Engineering Fees $8,100.00 508 -roc Water Tower Const E 415-43251-302 Engineering Fees $70.00 508 Water Tower Const E 413-43100-302 Engineering Fees $13,412.27 334 Odean Ave Reconst E 415-43251-302 Engineering Fees $5,061.28 612-bc Trunk SS E 416-43100-310 Miscellaneous $3,562.82 336 Bit Overlay G 701-21915 Crimson ponds/Backes 99-7 $3,458.43 2198 Crimson Ponds E 101-41560-302 Engineering Fees $3,070.00 418 Storm Water Study E 415-43251-302 Engineering Fees $3,062.50 509 Water Meter Specs E 413-43100-302 Engineering Fees $2,116.13 334-xa Odean Ave Reconst E 101-41560-302 Engineering Fees $1,781.89 910 PW Committee E 417-43251-302 Engineering Fees $1,606.08 613 -roc 78th St SS G 701-21922 Pheasant Ridge $1,489.10 2199 Pheasant Ridge E 415-43251-302 Engineering Fees $735.00 507 Pump House Cont E 101-41560-302 Engineering Fees $716.25 901 Miscell Eng G 701-21924 Mining permit #7 $706.63 903 Mining Permit #7 G 701-21912 PLT 99-4, D. Ullmer $571.46 2196 Prairie Ck PP E 101-41560-302 Engineering Fees $245.00 31.5 MSA Adm E 419-43251-310 Miscellaneous $221.38 338 Page Ave E 415-43251-302 Engineering Fees $1,765.26 507-)oc Pump House Design Total HAKANSON ANDERSON ASSOC INC $52,057.11 ..�f..,�.:Y},....:YYYY,.,.,..,.,}Y.�...M�•.,,,,,,.:::«.,.,<.,,.},kttt.�•:..,,,,,ti .v,,�,,,:,...:,.f:,,<r:::::,:::,,,,::,t,,::,,.,r:,..:::::,,::...,:,::t:::,,:,tt::t:,r:,,:,t::,::,,::::.:.::,::::.,..:::t:t,:..r...,::::t:::.,:t:,, UnPaid JERRY V JOHNSON CITY OF OTSEGO Thursday, February03,2000 Check Detail Register Page 3 of 3 Check Amt Invoice Comment i.\t:\\•iiivii'\i:':.f:`\:{,"vi: $: iiiii?;:;:i ...isi::::ii:-ilii::-:i:+:i?N...v,{v,^:K•k t?•i:M:+,,v,.::?.:?•�\ '•:?:??, \ 1. + T+C.,:?{{t{.iv.::..;:. C•\\1\+nH:??C'-. +"h ::::., ,•.::.: � '?:? ? ? 4::k ?.•:? �' �•x:�,��. '+•��*�� ?r.c:•R•:r.,.s??•�tiktiw:•:u?ok,' . , ?w „',ic,',-,'a�?:i : E 413-43100-500 Capital Outlay (GENERAL) $2,340.00 Odean Easement Total JERRY V JOHNSON $2,340.00 ?MOQ;A.�1,%4?CU0C206:tK-0M\\:,Wf,,.4..:?W:?,v.>::yV,x,,,v,.,::::::::::::::::.:•:::::n,,,,K<.+[.KN .wM..vxn}n,MOKn,vvt.,Ana..,v+ix„�,mwrvvv.,,w,,,,,•xn•<rHnx,•::::::.,.::.,.:: n..,•::::::.,..,.:::.x+x,:,.xv+vw,,,.x,CYfi,Pi0P:4YY 1: %4MO4P:,-: AP... Unpaid MEDICA E 101-43100-123 Health $1,288.12 PW Health E 101-41400-123 Health $1,830.29 Adm Health Total MEDICA $3,118.41 .xUnPani,.wxu+•<,,ma,xx•.x+,•<.,:.,,»•:.,vn,.,,,,t•:::.,-::.::•.:::•.:•::::.,t.,x:•:.,,,,,:-:.,,•:::.,-:.,•::.�.x,,,•::.x•:.:�:.,,,.,,,.xscec-:<c!,<a?sro:Tc�::cs?an•x!4w.:m+ctt+:'?<a«awam+xecx<oem�««<attaw,cc-.'«<:•:««a::::??;�:�a<::ac4e< Unpaid MINNESOTA COPY SYSTEMS E101-41400-413 Office Equipment Rental $194.84 85079 Copy Usage Total MINNESOTA COPY SYSTEMS $194.84 UnPaid MxMINNESOTA LIFE„ E 101-41400-130 Employer Paid Ins (GENERAL) $29.00 ADM Life E 101-43100-130 Employer Paid Ins (GENERAL) $33.70 PW Life Total MINNESOTA LIFE $62.70 s«.,...,�..�,,:«.x,,..�..�<.,�.,x:,,•:.,::::::::.:•:.,-::.,.::x::,.,-.:,•rkr..,.:r.,.,,.:..,:.:-:.,,.:.�:.,-::.:.,:..x.�,,...,,,a>�,a.�4> �.,,�,:4:-:��.4�:!:�,,4,�.!!4i�:•:«•i:K.:.i:4:..�««4�>„�« UnPaid ONRAMP. INC E 101-41400-390 Contracted Services $218.85 971386 Web Site Setup Total ONRAMP, INC $218.85 x:.v: x:.tx:•r:.x,:v: :,xw:: x::::: nw:::.:w::: 154Xti«•;4,:<•T ^i iY.!!C!4i:?:?:C:Sti!S�f.!!!:�iC?%�f.!!?•i:ittti!ti<C::vT:titi!<ti:•i'nF.•:S59�fiCOtttCCv?!?<K4tt.%!?OWC?:+C«:::t+::::.i::.4i:J.<:R<6:h^OLGd:K.S:{<?9[J%:??.i%S:?MY•: .F:«<l<KKr.YY<v<?MM•:M,n Unpaid PRINCIPAL FINANCIAL GROUP E 101-43100-123 Health ($72.49) PW Credit E 101-43100-123 Health $144.98 PW Dental E 101-41400-123 Health $171.25 ADM Dental Total PRINCIPAL FINANCIAL GROUP $243.74 UnPaid .... ,..:.<..x:.,e..,>„::.,x„x..,,,,x„x,,,x,,,,,,•::.,-::.x-.,-:::.�.,•::.,-.�::::::.,-:.,-.,-:.�:.,-::::::::.,-:::.,,,..-.4::!,<:4::<x:<::.:.!:!:.:: RANDYS SANITATION E 101-43610-390 Contracted Services $257.50 Feb Recycling Total RANDY'S SANITATION $257.50 ...:::::: Unpaid :.:.::..RUND�UIST. CORRIE ..,vavxenKme<m:M:.:vnv. M. R101-38992 CITY HALL RENT ($25.00) Less Adm Fee G101-21803 DAMAGE DEPOSIT PAYABLE $200.00 Deposit Refund Total RUNDQUIST, CORRIE M. $175.00 naid ,v«<r«<r..,x:•.�::::::::..�:::::::::.::.:...•:<.:::•::�,x,,:,x,.Y«<<.:.�«:«::.:•:::N.::<::::r<:::,..rr::r.:::::::::::::::.:.::.::::,.:::A::::.::r:<:<::::««,«r«::i:<!,.f.,<F<>i:>iii ?••;iiiiiii:4::ii:;: SAFETY TRAIN, INC. E 101-43100-310 Miscellaneous $1,223.00 2000 Dues Total SAFETY TRAIN, INC. $1,223.00 i6ii:<y JOU•i:J%. iiyr-,oi�JirR!/.wn.:,.., .,..... m..::re.........rr..vr...v.............t.....n............nr....n.rri.......:CC4YlffN.4.xA4F f.:fi:S:titi�iLK4K:?0:4 UnPaid i WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-310 Miscellaneous $65.21 118-066-00001 Delinquent Tax E 101-41400-310 Miscellaneous $12.00 SA -2000 Assessment Books E 101-41400-310 Miscellaneous $13.62 118-066-00002 Delinquent Tax E 101-41400-310 Miscellaneous $13.62 118-066-00003 Delinquent Tax Total WRIGHT COUNTY AUDITOR -TREASURE $104.45 10100 BANK OF ELK RIVER 768,668.78