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09-27-04 CCCLAIMS LIST CITY COUNCIL MEETING SEPTEMBER 27, 2004 TO: Judy Hudson ITEM S_7 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 PAYROLL 9/15/04 GRAND TOTAL 09-16-2004 $ 260,941.98 09-23-2004 $ 645,698.26 $ 19,688.57 $ 926,328.81 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 09/23/04 10:12 AM Page 1 *Check Summary Register© SEPTEMBER 2004 Total Checks $645,698.26 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AJE COMPANIES $2,451.64 ESCROW REFUND UnPaid AMERICAN ENGINEERING TESTI $8,700.00 EAST WWTP III UnPaid ARROW TERMINAL LLC $174.72 MISC SUPPLIES UnPaid BANK OF ELK RIVER -1 $28,552.50 94 WATER REV BOND UnPaid BOISE CASCADE OFFICE PROD $226.75 OFFICE SUPPLIES UnPaid BRAUN INTERTEC $937.00 KURTTI WATERMAIN UnPaid CHRISTIAN BUILDERS INC $1,000.00 15031 84TH ST LNDSCP UnPaid CITY OF ALBERTVILLE $11,805.61 2004 FIRE CONTRACT UnPaid COURI MACARTHUR LAW OFFIC $15,855.00 GENERAL UnPaid DENNIS FEHN GRAVEL & EXCAV $3,625.34 CLASS 5 UnPaid DON MASS $30.00 SEPT CELL PHONE UnPaid ECM PUBLISHERS INC $466.40 OTSEGO VIEW UnPaid ELK RIVER PRINTING & PARTY $82.01 SEPTIC FORMS UnPaid FORTIS BENEFITS INSURANCE $148.50 ADMIN - OCT UnPaid GODFATHER'S PIZZA $70.19 8/10 MEETING UnPaid GOPHER STATE ONE -CALL INC $1,084.60 LOCATE CALL TICKETS UnPaid GROEN GARY CPA $2,850.00 8/1 TO 9/15 UnPaid HALLMAN OIL COMPANY $976.96 GAS UnPaid ICMA RETIREMENT TRUST $422.31 PPE 9/11 CK DTD 9/15 UnPaid JACQUIE ROGNLI $875.00 JULY/AUG VIEW UnPaid JERRY OLSON $1,645.00 8/30 TO 9/16 47 HRS UnPaid KNUTSON RICK $30.00 SEPT CELL PHONE 'JnPaid LEAGUE OF MN CITIES $200.00 MIKE - MONDAY ONLY ADV REG nPaid LEAGUE OF MN CITIES INS TRU $128.00 NO FAULT SEWER BACK UP UnPaid MINNESOTA LIFE $160.40 ADMIN - OCT UnPaid MN LOW VISION & BLIND STORE $5.31 SIGNATURE GUIDES - ELECTIONS UnPaid MONTICELLO ANIMAL CONTROL $70.00 ANIMAL PICK UP UnPaid NORTHWEST ASSOC CONSULT $1,000.00 BALANCE ON INVOICE UnPaid PEOPLE SERVICE INC. $21,208.22 MONTHLY SERVICE UnPaid PITNEY BOWES $351.00 POSTAGE MACHINE UnPaid PUBLIC EMPLOYEES RETIREME $1,579.20 PPE 9/11 CK DTD 9/15 UnPaid RANDY'S SANITATION $141.79 8899 NASHUA CITY HALL UnPaid RICE LAKE CONSTR GROUP $24,632.00 WWTP - RETAINAGE UnPaid RICE LAKE CONSTRUCTION GR $467,989.04 WEST WWTP UnPaid SOFTRONICS $1,413.71 COMPUTER ISSUES UnPaid WRIGHT COUNTY AUDITOR -TRE $44,262.40 SHERIFF PATROL - OCT 04 UnPaid WRIGHT COUNTY RECORDER $40.00 SHEILDS UnPaid XEROX CORPORATION $507.66 XEROX COPIER Total Checks $645,698.26 FILTER: None CITY OF OTSEGO 09/23/04 10:12 AM Page 1 *Check Detail Register© SEPTEMBER 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AJE COMPANIES G 701-21936 Mississippi Pines PUD 00 $2,451.64 ESCROW REFUND Total AJE COMPANIES $2,451.64 Unpaid AMERICAN ENGINEERING TESTING E 429-43256-302 Engineering Fees $8,700.00 27432 EAST WWTP III Total AMERICAN ENGINEERING TESTING $8,700.00 Unpaid ARROW TERMINAL LLC E 101-43100-203 Supplies - General $174.72 26744 MISC SUPPLIES Total ARROW TERMINAL LLC $174.72 BANK OF ELK RIVER -1 E 601-49400-602 Bond Interest $1,552.50 9162004 94 WATER REV BOND G601-22510 General Obligation Bonds Pay $27,000.00 9162004 94 WATER REV BOND Total BANK OF ELK RIVER -1 $28,552.50 Unpaid '-- BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies $49.42 079037 CALENDARS E 101-41400-201 Office Supplies $29.94 081457 OFFICE SUPPLIES E 101-41400-201 Office Supplies $147.39 279770 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $226.75 npaid BRAUN INTERTEC E 428-49400-302 Engineering Fees $232.50 235269 WATER TOWER 2 E 428-49400-302 Engineering Fees $704.50 235567 KURTTI WATERMAIN Total BRAUN INTERTEC $937.00 Unpaid �� CHRISTIAN BUILDERS INC-�` E 702-41400-310 Miscellaneous $1,000.00 15031 84TH ST LNDSCP Total CHRISTIAN BUILDERS INC $1,000.00 Unpaid a�� CITY OF ALBERTVILLE E 211-42200-390 Contracted Services $11,805.61 2004-101 2004 FIRE CONTRACT Total CITY OF ALBERTVILLE $11,805.61 Unpaid �� COURI MACARTHUR LAW OFFICE E 101-41700-301 Legal Services $52.50 TEMP PERMIT VFW E 415-43251-301 Legal Services $52.50 EAST WWTP E 101-42420-301 Legal Services $84.00 LARSON PROPERTY E 101-41700-301 Legal Services $2,240.00 GENERAL E 101-42420-301 Legal Services $199.50 ABATEMENT E 101-41700-301 Legal Services $202.50 STANDER - ISLAND VIEW E 101-42420-301 Legal Services $315.00 ASLESON/BEGEN E 101-41700-301 Legal Services $315.00 HOSPITAL DISTRICT E 101-41700-301 Legal Services $346.50 KUNDI E 101-42420-310 Miscellaneous $819.00 ADMIN ENFORCEMENT E 101-41700-301 Legal Services $3,391.50 142/MN DOT/DARK E 250-42410-311 Ping & Eng. - 101 Traffic Study $52.50 HWY 101 G 701-22396 ARBOR CREEK 2ND $810.00 ARBOR CRK 2 E 101-41700-301 Legal Services $105.00 ALBERTVILLE/OTSEGO E 426-43100-301 Legal Services $1,060.50 QUADAY AVE G 701-22406 KITCROSS 5/6 $1,026.00 KC 5/6 G 701-22398 PRAIRIE OAKS $648.00 PRAIRIE OAKS G 701-22315 OTSEGO MEADOWS GOLF $310.50 RIVERWOOD NATIONAL G 701-21980 Hidden Creek Trail Subd $270.00 HIDDEN CREEK TRAIL G 701-22369 DR H ZIMMER PROP $175.50 ZIMMER FARMS G 701-22387 ARBOR PLACE PPREZONE $67.50 ARBOR CREEK CITY OF OTSEGO 09/23/04 10:12 AM Page 2 *Check Detail Register© SEPTEMBER 2004 Check Amt Invoice Comment G 701-22406 KITCROSS 5/6 $52.50 EASEMENT VACATION E 427-43100-301 Legal Services $1,018.00 MACIVER AVE G 701-22392 MISSISSIPPI COVE $1,053.00 MISSISSIPPI COVE G 701-22328 WATERFRONT EAST $1,188.00 WATERFRONT EAST Total COURI MACARTHUR LAW OFFICE $15,855.00 Unpaid DENNIS FEHN GRAVEL & EXCAVAT E 101-43100-370 Sand andGravel $1,624.38 14144 CLASS 5 E 101-43100-370 Sand andGravel _$2,000.96 14208 CLASS 5 Total DENNIS FEHN GRAVEL & EXCAVAT $3,625.34 Unpaid 16� DON MASS E 101-43100-320 Telephone $30.00 SEPT CELL PHONE Total DON MASS $30.00 ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $59.40 175033 PUBLIC HEARING E 250-42410-350 Print/Binding (GENERAL) $114.40 175189 BLDG INSPECTOR AD E 101-41400-350 Print/Binding (GENERAL) $59.40 175508 PUBLIC HEARING E 250-42410-350 Print/Binding (GENERAL) $114.40 175697 BLDG INSPECTOR AD E 101-41400-347 Newsletter $118.80 175698 OTSEGO VIEW Total ECM PUBLISHERS INC $466.40 Unpaid ELK RIVER PRINTING & PARTY PLU E 250-42410-350 Print/Binding (GENERAL) $82.01 20016 SEPTIC FORMS Total ELK RIVER PRINTING & PARTY PLU $82.01 m Unpaid FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $27.00 PW - OCT E 250-42410-130 Employer Paid Ins (GENERAL) $54.00 BLDG - OCT E101-41600-130 Employer Paid Ins (GENERAL) $13.50 FINANCE - OCT E101-41400-130 Employer Paid Ins (GENERAL) $54.00 ADMIN - OCT Total FORTIS BENEFITS INSURANCE CO $148.50 Unpaid_, rn .,�� __ GODFATHER'S PIZZA E 101-41400-310 Miscellaneous $70.19 0003 8/10 MEETING Total GODFATHER'S PIZZA $70.19 �T Unpaid GOPHER STATE ONE -CALL INC E 250-42410-310 Miscellaneous $1,084.60 4080642 LOCATE CALL TICKETS Total GOPHER STATE ONE -CALL INC $1,084.60 �Unpaid � GROEN GARY CPA E 101-41600-390 Contracted Services _$2,85_0.00 8/1 TO 9/15 Total GROEN GARY CPA $2,850.00 lJnpaid a HALLMAN OIL COMPANY E101-43100-202 Gas & Oil $685.73 6676 DIESEL E101-43100-202 Gas & Oil $291.23_6677 GAS Total HALLMAN OIL COMPANY $976.96 ICMA RETIREMENT TRUST��-�� E 101-41400-121 PERA $192.31 PPE 9/11 CK DTD 9/15 G 101-21705 Other Retirement $230.00 PPE 9/11 CK DTD 9/15 Total ICMA RETIREMENT TRUST $422.31 'Un —pa idv�ummWy��M�w�wJACQUIE ROGNLI E 101-41400-347 Newsletter $8_75.00 2004-05 JULY/AUG VIEW Total JACQUIE ROGNLI $875.00 CITY OF OTSEGO 09/23/04 10:12 AM Page 3 *Check Detail Register© SEPTEMBER 2004 Check Amt Invoice Comment ------- Unpaid _ ........ JERRY OLSON ... , E 250-42410-390 Contracted Services $1,645.00 8/30 TO 9/16 47 HRS Total JERRY OLSON $1,645.00 Unpaid KNUTSON RICK E 101-43100-320 Telephone $30.00 SEPT CELL PHONE Total KNUTSON RICK $30.00 Unpaid LEAGUE OF MN CITIES E 101-41400-360 Education/Training/Conferences $200.00 18582 MIKE - MONDAY ONLY ADV REG Total LEAGUE OF MN CITIES $200.00 Unpaid LEAGUE OF MN CITIES INS TRUST�� E 602-49450-204 Insurance $128.00 17302 NO FAULT SEWER BACK UP Total LEAGUE OF MN CITIES INS TRUST $128.00 Unpaid___ MINNESOTA LIFE E 101-43100-130 Employer Paid Ins (GENERAL) $109.80 PW - OCT E 250-42410-130 Employer Paid Ins (GENERAL) $24.40 BLDG - OCT E 101-41600-130 Employer Paid Ins (GENERAL) $4.10 FINANCE - OCT E101-41400-130 Employer Paid Ins (GENERAL) $22.10 ADMIN - OCT Total MINNESOTA LIFE $160.40 Unpaid � <. MN LOW VISION & BLIND STORE E 101-41410-205 Election Supplies $5.31 1253 SIGNATURE GUIDES - ELECTIONS Total MN LOW VISION & BLIND STORE $5.31 Unpaid '__ ...,_ MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $70.00 483 ANIMAL PICK UP Total MONTICELLO ANIMAL CONTROL $70.00 Unpaid — NORTHWEST ASSOC CONSULTANTS E 101 -41 570-303 Planning Fees $1,000.00 13781.1 BALANCE ON INVOICE Total NORTHWEST ASSOC CONSULTANTS $1,000.00 Unpaid __ PEOPLE SERVICE INC. E 602-49450-390 Contracted Services $15,187.64 8432 MONTHLY SERVICE E 601-49400-390 Contracted Services $5,411.36 8432 MONTHLY SERVICE E 601-49400-390 Contracted Services $609.22 8432 MONTHLY LABOR Total PEOPLE SERVICE INC. $21,208.22 Unpaid _____ PITNEY BOWES E 101-41400-413 Office Equipment Rental $3_51.00 4705027-SP04 POSTAGE MACHINE Total PITNEY BOWES $351.00 Unpaid�� PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA $757.65 PPE 9/11 CK DTD 9/15 E 101-41600-121 PERA $70.34 PPE 9/11 CK DTD 9/15 E 101-43100-121 PERA $152.10 PPE 9/11 CK DTD 9/15 E 101-41400-121 PERA $257.63 PPE 9/11 CK DTD 9/15 E 250-42410-121 PERA $341.48 PPE 9/11 CK DTD 9/15 Total PUBLIC EMPLOYEES RETIREMENT FD $1,579.20 Jnpaid RANDY'S SANITATION E 101-41940-325 Garbage Service $82.82 8899 NASHUA CITY HALL E 101-43100-325 Garbage Service $58.97 13474 95TH ST MAINT SHOP Total RANDY'S SANITATION $141.79 �� Unpaid RICE LAKE CONSTR GROUP -� CITY OF OTSEGO 09/23/04 10:12 AM Page 4 *Check Detail Register© SEPTEMBER 2004 Check Amt Invoice Comment E 430-43256-500 Capital Outlay (GENERAL) $24,632.00 PAY 10 WWTP - RETAINAGE Total RICE LAKE CONSTR GROUP $24,632.00 Unpaid �� RICE LAKE CONSTRUCTION GROUP E 430-43256-500 Capital Outlay (GENERAL) $467,989.04 PAY 10 WEST WWTP Total RICE LAKE CONSTRUCTION GROUP $467,989.04 Unpaid SOFTRONICS --- E 101-41400-390 Contracted Services $706.86 2092 COMPUTER ISSUES E 250-42410-390 Contracted Services $706.85 2092 COMPUTER ISSUES Total SOFTRONICS $1,413.71 UripadwM� WRIGHT COUNTY AUDITOR -TREASURE E 101-42100-390 Contracted Services $44,262.40 04-10 SHERIFF PATROL - OCT 04 Total WRIGHT COUNTY AUDITOR -TREASURE $44,262.40 Unpaid �� WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $40.00 SHEILDS Total WRIGHT COUNTY RECORDER $40.00 Unpaid.. XEROX CORPORATION E101-41400-413 Office Equipment Rental $507.66 005020491 XEROX COPIER Total XEROX CORPORATION $507.66 10100 BANK OF ELK RIVER $645,698.26 ,-und Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $66,342.61 211 Albertville Fire District $11,805.61 250 BUILDING PERMIT FEES $4,219.64 415 WATER & SEWER CONST -E. Phase 1 $52.50 426 Quaday & 78th PROJECT $1,060.50 427 MACIVER/70TH ST ACCESS $1,018.00 428 WEST WATER PROJ $937.00 429 WWTP-East Phase 2 $8,700.00 430 West Trtmnt Plant -Phase 1 $492,621.04 601 WATER FUND $34,573.08 602 SEWER FUND $15,315.64 701 DEVELOPMENT ESCROWS FUND $8,052.64 702 BUILDERS ESCROW FUND $1,000.00 $645,698.26 CITY OF OTSEGO 09/16/04 10:25 AM Page 1 *Check Summary Register© SEPTEMBER 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AMERICAN LIBERTY CONSTRUC UnPaid BLACKWOODS RESTAURANT UnPaid BUFFALO BITUMINOUS UnPaid KENNETH SHIERTS UnPaid LEAGUE OF MN CITIES UnPaid MAAO Total Checks FILTER: None $36,226.15 LILYPOND PARK $381.27 MEALS FOR ELECTION JUDGES $216,853.16 MACIVER AVE/70TH $890.40 8/30 TO 9/10 = 56 HRS $6,461.00 MEMBERSHIP DUES $130.00 ANDREW MERGES - ST CLOUD 9/24 $260,941.98 CITY OF OTSEGO 09/16/04 10:25 AM Page 1 *Check Detail Register© SEPTEMBER 2004 10100 BANK OF ELK RIVER $260,941.98 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $7,862.67 203 PARK DEVELOPMENT $36,226.15 427 MACIVER/70TH ST ACCESS $216,853.16 - --$260,941.98 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AMERICAN LIBERTY CONSTRUCTION E 203-45210-530 Improvements Other Than Bldgs $36,226.15 2 PAY LILYPOND PARK Total AMERICAN LIBERTY CONSTRUCTION $36,226.15 Upaid..ow.._ BLACKWOODS RESTAURANT�� E 101-41410-205 Election Supplies $381.27 E00747 MEALS FOR ELECTION JUDGES Total BLACKWOODS RESTAURANT $381.27 Unpaid — ' BUFFALO BITUMINOUS E 427-43100-530 Improvements Other Than Bldgs $216,853.16 PAY 1 MACIVER AVE/70TH Total BUFFALO BITUMINOUS $216,853.16 Unpaid��- E 101-43100-390 Contracted Services $890.40 8/30 TO 9/10 = 56 HRS Total KENNETH SHIERTS $890.40 LEAGUE OF MN CITIES E 101-41400-355 Dues & Memberships $6,441.00 MEMBERSHIP DUES E 101-41100-355 Dues & Memberships $20.00 MAYOR - DUES Total LEAGUE OF MN CITIES $6,461.00 E 101-41550-360 Education/Training/Conferences $130.00 ANDREW MERGES - ST CLOUD 9/24 Total MAAO $130.00 10100 BANK OF ELK RIVER $260,941.98 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $7,862.67 203 PARK DEVELOPMENT $36,226.15 427 MACIVER/70TH ST ACCESS $216,853.16 - --$260,941.98 ITEM 5.2 MEMO Date: September 22, 2004 To: Mayor & Council WWTP Operator Kurt Niedermeyer From: City Administrator Mike Robertson Re: Sludge Hauling Bids We received two bids for hauling sludge from the wastewater treatment plant and injecting it into a farm field. An estimated amount of 300,000 gallons needs to be hauled this fall. Company Bid Price Total Per Gallon Estimated Cost 1. Fergus Power Pump 0.056 $16,800.00 2. R -Way Pumping 0.068 $20,400.00 Kurt Niedermeyer is familiar with Fergus Power Pump and recommends approval of their bid. Page 1 of 1 ITEM 5.3 Ron Wagner From: Steven Bot [sbot@ci.st-michael.mn.us] Sent: Thursday, September 09, 2004 10:38 AM To: Ron Wagner Cc: Sue Ferbuyt Subject: Sealcoat Invoice Due Ron, Per the attached spreadsheet for Seal Coat Quantities, the Otsego (in bold) portion of our 2004 Seal Coat came to $3,764.43. 1 also attached the bid tab for which Allied was the low bidder. Please let me know if you have any questions. If not please send a check to the City of St. Michael for $3,764.43 within the next 30 days for the seal coating of the north end of Quam and the stub street and CDS to the east per our agreement. Thanks! -Steve Steven G. Bot, P.E. City Engineer City of St. Michael 3150 Lander Ave. NE St. Michael, MN 55376 Phone: 763-497-2041 ext.122 Fax: 763-497-5306 e-mail: sbot@ci.st-michael.mn.us 9/10/2004 2004 Sealcoat 3330 35 116550 Quam - St. Michael 820 30 24600 52nd 600 30 18000 Parson 3326 34 113084 So Parson Loop 372 30 11160 52 Ct NE 832 30 24960 Parnell 1089 35 38115 otsego - Quam 250 24 6000 otsego CDS Stub 1 CDS 6362 otsego - CDS 2 CDS 1800 sq ft 360631 50477 0.1399686 sq yd 40070.11 5608.555556 OTSEGO Agg tons 500.8764 70.10694444 $1,798.24 CRS -2 gal 10418.23 1458.224444 $1,385.31 Otsego Percent of Sweeping and Traffic Contr4 $ 580.87 $3,764.43 OTSEGO TOTAL Pay Estimate No. 10 (Final) City of Otsego T E ti+ 5. 4 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE A- -st 7, 2004 t able Mayor & City Council City of Otsego 8899 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 Bid Schedule "A" - Streets - No. 02-10 85th Street NE MSAP 217-102-04 1 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 Mobilization 1 LS $25,000.00 $25,000.00 1 $ 25,000.00 2 Clearing and Grubbing 1 LS $4,500.00 $4,500.00 1 $ 4,500.00 3 Remove Metal Culvert 230 LF $6.00 $1,380.00 258 $ 1,548.00 4 Remove Concrete Curb & Gutter 20 LF $2.00 $40.00 18 $ 36.00 5 Remove Wood Post Fence 150 LF $1.00 $150.00 104 $ 104.00 6 Remove Railroad Ties 48 LF $2.00 $96.00 48 $ 96.6-0- 7 Remove Retaining Wall 150 SF $2.00 $300.00 150 $ 300.00 8 Remove Bituminous Pavement 9500 SY $0.65 $6,175.00 9500 $ 6,175.00 9 Remove Wood Post 3 EACH $25.00 $75.00 3 $ 75.00 10 Remove Metal Post 1 EACH $25.00 $25.00 1 $ 25.00 11 Remove Sign 10 EACH $30.00 $300.00 10 $ 300.00 12 Sawing Bit Pavement (Full Depth) 370 LF $3.00 $1,110.00 318 $ 954.00 13 Salvage & Reinstall Chain Link Fence 200 LF $4.00 $800.00 200 $ 800.00 14 Salvage & Reinstall Wood Post/Woven Wire Fence 320 LF $3.00 $960.00 320 $ 960.00 5 Salvage & Reinstall Wood Fence Posts 4 EACH $25.00 $100.00 0 $ - Salvage & Reinstall Sign 2 EACH $45.00 $90.00 2 $ 90.00 i Common Excavation (P) 20000 CY $4.25 $85,000.00 22562 $ 95,888.56-- 18 Aggregate Base Class 5 7500 TON $7.25 $54,375.00 7757.4 $ 56,241.15 19 Mill Bituminous Surface (2.0") 75 SY $4.00 $300.00 75 $ 300.00 20 Type LV 4 Wearing Course Mixture (C) 2555 TON $34.40 $87,892.00 2451.87 $ 84,344.33 21 Type LV 3 Non -Wearing Course Mixture (B) 2280 TON $27.20 $62,016.00 2166.6 $ 58,931.52 22 Bituminous Material For Tack Coat 900 GAL $1.25 $1,125.00 760 $ 950.00 23 Adjust Gate Valve 2 EACH $150.00 $300.00 4 $ 600.00 24 Adjust Frame & Ring Casting 2 EACH $300.00 $600.00 1 $ 300.00 25 lConcrete Curb & Gutter Design B618 6500 LF $7.00 $45,500.00 6014 $ 42,098.00 26 6" Concrete Driveway Pavement 62 SY $26.50 $1,643.00 78.6 $ 2,082.90 27 6" Concrete Valley Gutter 270 SY $26.50 $7,155.00 177.64 $ 4,707.46 28 Traffic Control 1 LS $3,000.00 $3,000.00 1 $ 3,000.00 29 Sign Panels, Type C 108 SF $20.00 $2,160.00 64 $ 1,280.00 30 4" Double Solid Line Yellow - Paint 2800 LF $0.16 $448.00 2800 $ 448.00 31 4" Double Solid Line Yellow - Epoxy 2800 LF $0.16 $448.00 3722 $ 595.52 32 4" Solid Line White - Epoxy 5730 LF $0.17 $974.10 6764 $ 1,149.88 33 12" Solid Line White - Epoxy 270 LF $3.00 $810.00 696 $ 2,088.00 34 Bale Check 25 EACH $7.00 $175.00 0 $ - 35 Silt Fence, Type Machine Sliced 500 LF $1.25 $625.00 217 $ 271.25 36 Seeding - Type Lawn Restoration 2 ACRE $1,280.00 $2,560.00 2.3 $ 2,944.00 37 Sodding -Type Lawn Restoration 1000 SY $2.00 $2,000.00 8564 $ 17,128.00 38 Seeding Mixture - 60B 300 LBS $3.10 $930.00 270 $ 837.00 39 Erosion Control Blanket, Category 1 700 SY $1.35 $945.00 0 $ - 40 Commercial Fertilizer, 20-10-10 1000 LBS $0.34 $340.00 2060 $ 700.40 41 Hydraulic Soil Stabilizer, Type 6 2.5 TON $430.00 $1,075.00 5.4 $ 2,322.00 Total Bid Schedule "A" ot345pe/Pay Estimate 10 (Final) $403,497.10 $ 420,170.91 Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Bid Schedule "B" - Storm Sewer - No. 02-10 85th Street NE MSAP 217-102-04 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 42 18" RC Pipe Apron 1 EACH $650.00 $650.00 1 $ 650.00 43 24" RC Pipe 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 $ 4,236.9-0- 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 depths) 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 Draingage Structure Design 48" 4020 9 EACH $1,850.00 $16,650.00 9 $ 16,650.00 52 Construct Draingage Structure 27" 1 EACH $1,600.00 $1,600.00 1 $ 1,600.00 53 Random RipRap Class III 15 CY $75.00 $1,125.00 15 $ 1,125.00 Total Bid Schedule "B" Bid Schedule "C" - Streets - No. 02-06 85th Street NE MSAP 217-102-05 $82,383.00 $ 80,665.50 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used 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 Pipe (Storm) 497 LF $8.00 $3,976.00 597 $ 4,776.00 58 Remove Concrete Culvert 335 LF $8.00 $2,680.00 291 $ 2,328.00 Remove Metal Culvert 303 LF $6.00 $1,818.00 424 $ 2,544.00 Remove Pipe Culvert 40 LF $6.00 $240.00 110 $ 660.00 61 Remove Bituminous Curb 430 LF $1.00 $430.00 430 $ 430.00 62 Remove Concrete Curb & Gutter 50 LF $2.00 $100.00 6 $ 12.00 63 Remove Concrete Driveway Pavement 642 SF $1.25 $802.50 642 $ 802.50 64 Remove Retaining Wall 100 SF $2.00 $200.00 100 $ 200.00 65 Remove Bituminous Pavement 12000 SY $0.65 $7,800.00 12000 $ 7,800.00 66 Remove Bituminous Flume 4 EACH $3.00 $12.00 4 $ 12.00 67 Sawing Concrete Pavement (Full Depth) 40 LF $4.00 $160.00 40 $ 160.00 68 Sawing Bit Pavement (Full Depth) 285 LF $3.00 $855.00 220 $ 660.00 69 Salvage & Reinstall Woven Wire Fence 250 LF $3.00 $750.00 125 $ 375.00 70 Salvage & Reinstall Chain Link Fence 520 LF $4.00 $2,080.00 520 $ 2,080.00 71 Salvage & Reinstall Fence (Plastic Rail) 1080 LF $4.00 $4,320.00 1090 $ 4,360.00 72 Salvage & Reinstall Fence (Split Rail) 300 LF $4.00 $1,200.00 300 $ 1,200.00 73 Salvage & Reinstall Wood Post 25 EACH $25.00 $625.00 25 $ 625.00 74 Salvage & Reinstall Sign 4 EACH $25.00 $100.00 4 $ 100.00 75 Abandon Culvert 1 EACH $500.00 $500.00 0 $ - 76 Common Excavation (P) 35000 CY $4.25 $148,750.00 36883 $ 156,752.75 77 Muck Excavation 2000 CY $5.00 $10,000.00 6808 $ 34,040.00 78 Class 5 Aggregate Base 10790 TON $7.25 $78,227.50 9803 $ 71,071.75 79 Class 7 Aggregate Base (8") 11310 TON $8.00 $90,480.00 10514.71 $ 84,117.68 80 Mill Bituminous Surface (2") 50 SY $4.00 $200.00 50 $ 200.00 81 Type LV 4 Wearing Course Mixture (C) 3325 TON $34.40 $114,380.00 3191.35 $ 109,782.44 82 Type LV 3 Non -Wearing Course Mixture (B) 3040 TON $27.20 $82,688.00 2982 $ 81,110.40 83 Bituminous Material For Tack Coat 1000 GAL $1.25 $1,250.00 850 $ 1,062.50 84 Adjust Frame & Ring Casting 1 EACH $300.00 $300.00 1 $ 300.00 85 Concrete Curb & Gutter Design B618 8700 LF $7.00 $60,900.00 8268 $ 57,876.00 86 6" Concrete Driveway Pavement 150 SY $26.50 $3,975.00 172.6 $ 4,573.90 87 6" Concrete Valley Gutter 390 SY $26.50 $10,335.00 0 $ - °R Block Retaining Wall 700 SF $19.00 $13,300.00 667 $ 12,673.00 Traffic Control 1 LS $3,000.00 $3,000.00 1.09 $ 3,270.00 Sign Panels, Type C 130.5 SF 1 $20.00 1 $2,610.001 132 $ 2,640.00 ot345pe/Pay Estimate 10 (Final) Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE hedule "C" - Streets - No. 02-06 85th Street NE MSAP 217-102-05 Cont'd Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension Extension 91 4" Double Solid Line Yellow - Paint 3750 LF $0.16 $600.00 3750 $ 600.00 92 4" Double Solid Line Yellow - Epoxy 3750 LF $0.34 $1,275.00 4983 $ 1,694.22 93 4" Solid Line White - Epoxy 8500 LF $0.17 $1,445.00 10034 $ 1,705.78 94 12" Solid Line White - Epoxy 135 LF $3.00 $405.00 347 $ 1,041.00 95 Coniferous Tree 8' Ht. B & B 10 TREE $350.00 $3,500.00 0 $ - 96 Deciduous Tree 8' Ht. BR 10 TREE $350.00 $3,500.00 0 $ - 97 Transplant Tree (Spade Size 42") 11 TREE $200.00 $2,200.00 15 $ 3,000.00 98 Transplant Tree (Spade Size 60") 11 TREE $300.00 $3,300.00 0 $ - 99 Bale Check 50 EACH $7.00 $350.00 40 $ 280.00 100 Silt Fence, Type Machine Sliced 5000 LF $1.25 $6,250.00 2400 $ 3,000.00 101 Seeding - Type Lawn Restoration 7.5 ACRE $1,280.00 $9,600.00 8 $ 10,240.00 102 Seeding Mixture - 60B 1125 LBS $3.10 $3,487.50 580 $ 1,798.00 103 Sodding - Type Lawn Restoration 3000 SY $2.00 $6,000.00 1392 $ 2,784.00 104 Erosion Control Blanket, Category 1 700 SY $1.35 $945.00 0 $ - 105 Commercial Fertilizer, 10-10-10 3750 LBS $0.34 $1,275.00 7710 $ 2,621.40 106 Hydraulic Soil Stabilizer Type 6 9.4 TON $430.00 $4,042.00 17 $ 7,310.00 Total Bid Schedule "C" Bid Schedule "D" - Storm Sewer - No. 02-06 85th Street NE MSAP 217-102-05 $730,718.50 $ 718,169.32 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 107 12" RC Pipe Apron 1 EACH $375.00 $375.00 1 $ 375.00 108 15" RC Pipe Apron 4 EACH $400.00 $1,600.00 4 $ 1,600.00 -9 18" RC Pipe Apron 6 EACH $450.00 $2,700.00 6 $ 2,700.00 126 24" RC Pipe Apron 2 EACH $1,050.00 $2,100.00 2 $ 2,100.00 i i 1 12" RC Pipe Sewer Design 3006 CL V (all depths) 30 LF $21.00 $630.00 16 $ 336.00 112 15" RC Pipe Sewer Design 3006 CL V (all depths) 923 LF $21.30 $19,659.90 763 $ 16,251.90 113 18" RC Pipe Sewer Design 3006 CL III (all depths) 1070 LF $23.00 $24,610.00 1120 $ 25,760.00 114 21" RC Pipe Sewer Design 3006 CL III (all depths) 1050 LF $26.50 $27,825.00 1042 $ 27,613.00 115 24" RC Pipe Sewer Design 3006 CL III (all depths) 223 LF $28.00 $6,244.00 228 $ 6,384.00 116 Connect to Existing Storm Sewer 3 EACH $400.00 $1,200.00 3 $ 1,200.00 117 Construct Drainage Structure 27" 2 EACH $1,600.00 $3,200.00 2 $ 3,200.00 118 Construct Drainage Structure 2' x 3' 5 EACH $1,400.00 $7,000.00 5 $ 7,000.00 119 Construct Draingage Structure Design 48" 4020 12 EACH $1,800.00 $21,600.00 12 $ 21,600.00 120 Construct Draingage Structure Design 54" 4020 2 EACH $2,200.00 $4,400.00 2 $ 4,400.00 121 Construct Skimmer Structure 2 EACH $2,500.00 $5,000.00 2 $ 5,000.00 122 Random RipRap Class III 75 CY $75.00 $5,625.00 75 $ 5,625.00 Total Bid Schedule "D" Bid Schedule "E" - Streets - No. 02-09 Page Avenue NE $133,768.90 $ 131,144.90 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 123 Mobilization 1 LS $20,000.00 $20,000.00 1 $ 20,000.00 124 Clearing and Grubbing 1 LS $300.00 $300.00 1 $ 300.00 125 Remove Concrete Culvert 6 LF $8.00 $48.00 6 $ 48.00 126 Remove Metal Culvert 400 LF $6.00 $2,400.00 470 $ 2,820.00 127 Remove Concrete Curb & Gutter 150 LF $2.00 $300.00 150 $ 300.00 128 Remove Concrete Driveway Pavement 712 SF $1.25 $890.00 600 $ 750.00 129 Remove Bituminous Pavement 11750 SY $0.65 $7,637.50 11750 $ 7,637.50 130 Sawing Concrete Pavement (Full Depth) 20 LF $4.00 $80.00 98 $ 392.00 131 Sawing Bit Pavement (Full Depth) 570 LF $3.00 $1,710.00 526 $ 1,578.00 ? Salvage Retaining Wall 73 SF $12.00 $876.00 73 $ 876.00 3 Salvage & Reinstall Sign 24 EACH $50.00 $1,200.00 24 $ 1,200.00 ot345pe/Pay Estimate 10 (Final) Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Bia Schedule "E" - Streets - No. 02-09 Page Avenue NE Cont'd Item 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 75 $ 300.00 138 Type LV 4 Wearing Course Mixture (C) 2050 TON $34.40 $70,520.00 1964.38 $ 67,574.67 139 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 $875.00 590 $ 737.50 141 Adjust Frame & Ring Casting 1 EACH $300.00 $300.00 1 $ 300.00 142 Concrete Curb & Gutter Design B618 5380 LF $7.00 $37,660.00 5074 $ 35,518.00 143 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 1.08 $ 2,700.00 146 Sign Panels, Type C 73.5 SF $20.00 $1,470.00 82 $ 1,640.00 147 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 3123 $ 1,061.82 149 4" Solid Line White - Epoxy 4150 LF $0.17 $705.50 4899 $ 832.83 150 12" Solid Line White - Epoxy 180 LF $3.00 $540.00 464 $ 1,392.00 151 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 Siit 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 4.1 $ 5,248.00 156 Sodding - Type Lawn Restoration 3350 SY $2.00 $6,700.00 6212 $ 12,424.00 157 Seeding Mixture - 60B 125 LBS $3.10 $387.50 134.6 $ 417.26 '18 Commercial Fertilizer, 10-10-10 820 LBS $0.34 $278.80 1690 $ 574.60 Hydraulic Soil Stabilizer Type 6 2.6 TON $430.00 $1,118.00 4.7 $ 2,021.00 Total Bid Schedule "E" Bid Schedule "F" - Storm Sewer - No. 02-09 Page Avenue NE $329,695.80 $ 336,083.98 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 160 15" RC Pipe Apron 5 EACH $400.00 $2,000.00 8 $ 3,200.00 161 24" RC Pipe 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 Draingage Structure Design 48" 4020 8 EACH $1,800.00 $14,400.00 9 $ 16,200.00 171 Construct Draingage Structure Design 54" 4020 1 EACH $2,200.00 $2,200.00 1 $ 2,200.00 172 IConstruct Skimmer Structure 1 EACH $2,500.00 $2,500.00 1 $ 2,500.00 173 1 Random RipRap Class III 35 1 CY $75.00 1 $2,625.001 35 $ 2,625.00 Total Bid Schedule "F" ot345pe/Pay Estimate 10 (Final) $92,884.50 $ 96,408.60 Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Ci , Order No. 1 Item No.7 Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension Extension 1 Clear and Grub 1 LS $1,000.00 $1,000.00 1 $ 1,000.00 2 Remove Bituminous Pavement 100 SY $1.00 $100.00 150 $ 150.00 3 Sawing Bit Pavement (Full Depth) 150 LF $3.00 $450.00 150 $ 450.00 4 Salvage & Reinstall Sign 4 EACH $45.00 $180.00 4 $ 180.00 5 Common Excavation (P) 3,700 CY $4.25 $15,725.00 3700 $ 15,725.00 6 Subgrade Preparation 35 RS $125.00 $4,375.00 35 $ 4,375.00 7 Aggregate Base Class 5 1,100 TON $8.00 $8,800.00 1337 $ 10,696.00 8 Mill Bituminous Surface (2.0") 50 SY $4.00 $200.00 50 $ 200.00 9 Type LV 4 Wearing Course Mixture (B) 850 TON $33.40 $28,390.00 754.36 $ 25,195.6-2- 10 Type LV 3 Non -Wearing Course Mixture (B) 1,100 TON $27.20 $29,920.00 1000 $ 27,200.00 11 Bituminous Material For Tack Coat 500 GAL $1.25 $625.00 250 $ 312.50 12 Traffic Control 1 LS $2,500.00 $2,500.00 1 $ 2,500.00 13 Bale Check 25 EACH $7.00 $175.00 25 $ 175.00 14 Silt Fence, Type Machine Sliced 500 LF $1.25 $625.00 0 $ - 15 Seeding - Type Lawn Restoration 3.0 ACRE $1,280.00 $3,840.00 3 $ 3,840.00 16 Sodding - Type Lawn Restoration 500 SY $2.00 $1,000.00 0 $ - 17 Seeding Mixture -60B 450 LBS $3.10 $1,395.00 540 $ 1,674.00 18 Commercial Fertilizer, 20-10-10 1,500 LBS $0.34 $510.00 0 $ - 19 Hydraulic Soil Stabilizer, Type 6 3.8 TON $430.00 $1,634.00 3.1 $ 1,333.00 20 Clean Out 15" to 30" Culverts 220 LF $10.00 $2,200.00 220 $ 2,200.00 21 Remove Metal Culvert 75 LF $6.00 $450.00 105 $ 630.00 22 Connect to Existing Storm Sewer 1 EACH $400.00 $400.00 1 $ 400.6-0- 23 Construct Drainage Structure 27" 1 EACH $1,800.00 $1,800.00 1 $ 1,800.00 24 Construct Drainage Structure 48" 1 EACH $1,800.00 $1,800.00 1 $ 1,800.00 25 15" CM Pipe Apron 30 EACH $200.00 $6,000.00 31 $ 6,200.00 18" RC Pipe Apron 4 EACH $450.00 $1,800.00 6 $ 2,700.00 18" RC Safety Pipe Apron 2 EACH $500.00 $1,000.00 2 $ 1,000.00 28 24" RC Safety Apron w/ Trash Guards 2 EACH $1,550.00 $3,100.00 0 $ - 29 15" CM Pipe, 16 Gage 438 LF $18.00 $7,884.00 450 $ 8,100.05- 30 15" RC Pipe, Class V (all depths) 20 LF $22.00 $440.00 16 $ 352.00 31 18" RC Pipe , Class V (all depths) 242 LF $24.00 $5,808.00 328 $ 7,872.00 32 24" RC Pipe, Class V (all depths) 32 LF $29.00 $928.00 0 $ - 33 Random RipRap Class III 10 CY 1 $100.00 $1,000.00 0 $ Total Change Order No. 1 Change Order No. 2 $136,054.00 $128,060.12 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 Furnish and Install New Chainlink Fence 3384 SF $1.25 $4,230.00 3384 $ 4,230.00 2 Furnish New Plastic Fence Posts 56 EACH $12.00 $672.00 56 $ 672.00 3 Furnish New Plastic Fence Planks 60 EACH $15.00 $900.00 60 $ 900.00 Total Change Order No. 2 ot345pe/Pay Estimate 10 (Final) $5,802.00 $5,802.00 Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE Change Order No. 3 Item Estimated Contract Unit Contract Used to No. Description Quantity Price Amount Date Extension Furnish and install additional pavement messages, 1 and stripint at intersections of: Page Ave. NE/CSAH 1 1 ILS $3,324.16 $3,324.16 1 1 $3,324.16 39, Page Ave. NE/85th St. NE, 85th St. NE/Odean 1 Ave. NE, 85th St. NE/Nashua Ave. NE 1 LS $2,715.90 $2,715.90 1 $2,715.90 1 Additional driveway correction at 13515 8th St. NE and 2 pedestrian ramp on Page Ave. NE 1 LS $1,901.34 $1,901.34 1 $1,901.34 Additional driveway correction at 13776 85th Street NE and restoration at southwest corner of 85th St. NE and 3 Odean Ave. NE intersection. 1 LS $1,347.78 $1,347.78 1 $1,347.78 Additional driveway corrections at 15160 85th St. NE 4 and 15126 85th St. NE 1 ILS $1,168.08 11,16808 1 $1,168.08 Total Change Order No. 3 $7,133.10 $7,133.10 Item Estimated Contract Unit Contract Used to No. Description I Quantity Price Amount I Date Extension Additional turf establishment on Page Avenue NE 1 including placement of rip rap 1 1 ILS $3,324.16 $3,324.16 1 1 $3,324.16 Total Change Order No. 4 ot345pe/Pay Estimate 10 (Final) $3,324.16 $3,324.16 Pay Estimate No. 10 (Final) City of Otsego 85th Street NE (MSAP 217-102-04 and MSAP 217-102-05) and Page Avenue NE SUMMARY OF BIDDING 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 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 Bid Schedule "I"' - Storm Sewer - No. 02-09 Page Avenue NE Change Order No. 1 Change Order No. 2 Change Order No. 3 Change Order No. 4 TOTAL ALL BID SCHEDULES TOTAL WORK COMPLETED TO -DATE LESS PAY ESTIMATE NO. 1 LESS PAY ESTIMATE NO. 2 1 " , PAY ESTIMATE NO. 3 L PAY ESTIMATE NO. 4 LESS PAY ESTIMATE NO. 5 LESS PAY ESTIMATE NO. 6 LESS PAY ESTIMATE NO. 7 LESS PAY ESTIMATE NO. 8 LESS PAY ESTIMATE NO. 9 WE RECOMMEND PAYMENT OF: $403,497.10 $82,383.00 $133,768.90 $329,695.80 $92,884.50 $136,054.00 $5,802.00 -Z7iii in $3,324.16 $1,925,261.06 Please verify the amount of previous payments, and the receipt of the following items prior to making payment. 1. Certificate of claims payment (lien waiver), 2. Affidavit of payment of States taxes (MN State TAX Form 134), 3. Letter of consent from surety firm. APPROVALS: CONTRACTOR: Dresel Contracting, Inc Certification by Contractor: ertify all items and amounts are correct for the work completed to date. Signed: Title: �- - Date: ` ENGINEER: Certification by Engineer: We re ommend payment for work and quantities as shown. HAKANSO SO AS O I ES, INC. Sign Title: d[ Date: ! o 7 IER:CITY OF OTSEGO Signed: Title: Date: ot345pe/Pay Estimate 10 (Final) $420,170.91 $80,665.50 $718,169.32 $131,144.90 $336,083.98 $96,408.60 $128,060.12 $5,802.00 $7,133.10 $3,324.16 $1,926,962.59 $1,926,962.59 $101,241.50 $351,038.21 $293,141.82 $351,903.91 $338,821.83 $88,279.58 $92,880.45 $15,806.70 $260,000.00 $33,848.59 SEP.23.2004 12:41PM TO:OTSEGO FINAL PAY ESTIMATE 4 2 City of Otsego Project 04-06 2004 Street Maintenance September 22, 2004 Honorable Mayor & City Council Cl4' of OteeOo "909 Nashua Aven4e NI_ ego, MN 66330 FE: improvement project 04-oe, 2004 Street Melnienence Contractor Allled 9loaklop Company Contract Amount, $134,132,50 AWern Date:.lupe, 1etri 2004 Completion Dote: JWy 31, 2004 Door Honombl■ Mayor and Cagnpll Members: The following Work ►lea been completed an tiro above referenced project' M... ate NO. 066 P.1/1 ITEM 5-5 Item No, Description Estimated Number of Units Unit Unit Price Used to Onto Extennlon 1 Creek Flillng end Joint Re olr 8,700 LBS 30.80 8570 37,713,00 2 FA -2 Class A 1/8" Trap Rock 1,700 TON 5315.00 1683 S60,58B4O0 3 Blluminoua Material for Seel Coal 36,100 GAL $1,00 331;54 $33,864,00 4 Traffic control !Seel Coat and Crack t=pnno) 1 LS 51,500.00 1 $1 800.00 Subtatol Base BTd au...,... girl S1D3Aes_0q Item No. Description Estimated Nump4rof Unlls Unit unit Price Uee4 to late Extension 5 Bltumlri=3 Took Coot Type LV6 0I10m1noue Mlxt for Tight 295 GAL 51.50 575 58132,60 5 Blade Leyelln LVNW660300 175 TON 637.90 152 55,700,00 7 IType W4 Wearing Course Mixture LVNW45030131 525 TON 36.20 600 517,083,00 4 Traffic Control Bituminous Ovens 1 LS 5700.00 1 s70o.g0 Subtotal Altemeta Bid Bane Bid Plus Alternate Old Total Summary Of Work Completed To Date: Base Did Altmmato Bid WORK COMPLETED TO DATE: LESS PARTIAL PAYMENT #1 WE RECOMMEND FINAL PAYMENT OF: Please verify the amount of prevlous payments, If any, and the receipt of the following items prior to making payment. 1. Certlficate of clalms payment (Ilan waiver), 2. Affidavit of payment of States taxes (MN State TAX Form 134), 3, tetter of consent from surety firm, APPROVALS: CONTRACTOR: Meed Blpcktop, Inc, CenfOearlo .C{(onn1raactor: I eeNy \ that all items and amours are correct for in* wank completed Le dale. Signed'pJ` v ` Tille, , fi Date: - 7� 7 ENGINEER: CONfIcallon by Enalneer: we recommend payment for work and quandlloe as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Dale: 'WNER:CITY OF OTSEGO Stoned: Tine: Dale; $25,226.50 5120,000.60 5103,486,00 $25,225.50 $124.690,60 $, zz,256.9e 58,434.52 PE•1 Oi3I591`111Finel Pay !somal■ 02 6/2212004 : aptember 13, 2004 ionorable Mayor & City Council ;ity of Otsego 1899 N--hua Avenue N.E. )tse( N 55330 PAY ESTIMATE NO. 4 City of Otsego Project #04-07 Well #6 2E: Well No. 6 Pay Estimate No. 4 ,ontractor: Traut Wells, Inc. ,ontract Amount Including Change Orders To Date: $ 231,432.00 kward Date: April 15, 2004 '.ompletion Date: June 24, 2004 )ear Honorable Mayor and Council Members: he following work has been completed on the above referenced project: SART 1 a;.l "A' _ circ 1Nnrlr ITEM NO. 7._ �TE�M 5.6 Item No. Description Estimated Number of Units Unit Unit Price Contract Amount Used To -Date Extension 1 6" Well Head Pad 2 SY $375.00 $750.00 2 $750.00 2 Silt Fence 300 LF $3.00 $900.00 100 $300.00 3 Seeding (includes seed) 0.2 AC $2,400.00 $480.00 0.52 $1,248.00 4 Mulching includes disk anchorin 0.4 TON $1,500.00 $600.00 0.8 $1,200.00 5 Fertilizer 100 LBS $3.00 $300.00 300 $900.00 rota) - Bid Schedule "A" - Site Work 3:A C.-k-A,d- "R" _ M/cll D,- Dinin -1 Ann -t -n -c $3,030.00 $4,398.00 Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Cost Used To -Date Extension 6 Mobilization/Demobilization 1 LS $12,675.00 $12,675.00 1 $12,675.00 7 "-ill/Drive 24" Outer Casing 115 LF $165.00 $18,975.00 100 $16,500.00 8 123 1/2" open Hole 147 LF $135.00 $19,845.00 165 $22,275.00 9 Set 18" Inner Casing 262 LF $70.00 $18,340.00 265 $18,550.00 10 Drill 171/2" 80 LF $100.00 $8,000.00 78 $7,800.00 11 Fill/Bail Open Hole 6 CY $95.00 $570.00 10 $950.00 12 Install Grout 14 CY $350.00 $4,900.00 15 $5,250.00 13 Pull Back 24" Outer Casing During Grouting 22 LF $60.00 $1,320.00 14 Blast and Bale 50 LBS $15.00 $750.00 80 $1,200.00 15 F.I.R. Develoment Equipment 1 LS $3,500.00 $3,500.00 1 $3,500.00 16 Develop Well/Sandstone Removal 200 HR $200.00 $40,000.00 172 $34,400.00 17 F.I.R. Test Pump Equipment 1 LS $4,000.00 $4,000.00 1 $4,000.00 18 Test Pump Well, Drawdown and Recovery 60 HR $125.00 $7,500.00 31 $3,875.00 19 Disinfect Well 1 LS $100.00 $100.00 1 $100.00 20 Gamma Log Well 1 LS $875.00 $875.00 1 $875.00 21 Video Record Well 1 LS $875.00 $875.00 1 $875.00 22 Water Analysis - Report/Permit/Submittals 1 LS $1,300.00 $1,300.00 1 $1,300.00 23 Site Restoration 1 LS $1,500.00 $1,500.00 100%1 $1,500.00 24 Plumbness and Alignment 1 LS $350.00 $350.00 1 $350.00 25 Submersible Well Pump & Motor 1 EACH $13,600.00 $13,600.00 1 $13,600.00 26 Electric Cable Submersible (Pump to Well Head) 200 LF $6.50 $1,300.00 195 $1,267.50 27 6" Drop Pie (Deleted) LF $17.50 27A 8" Galy. Drop Pie 200 LF $50.00 $10,000.00 200 $10,000.00 28 18" Pitless Adapter Unit 1 EACH $18,800.00 $18,800.00 1 $18,800.00 2BA Upgrade to Flowing Well Pitless Adapter 1 EACH $8,452.00 $8,452.00 1 $8,452.00 29 Excavation & Backfill for Pitless Adapter Unit Including Cutting 18" Well Casing 1 EACH $450.00 $450.00 1 $450.00 30 Deleted ? 0" DIP Class 52 Mechanical Joints 140 LF $74.00 $10,360.00 140 $10,360.00 3� .-ittin s 300 LBS $2.75 1 $825.00 300 $825.00 Total - Bid Schedule "B" -Well, Pump, Piping and Appurtenances $209,162.00 $199,729.50 shared docs/municipal/aotsego/519/ot519PE BT - 1 Pay Estimate #4 9/3/04 PAY ESTIMATE NO. 4 City of Otsego Project #04-07 Well #6 PART 2 Kiri S iulp "A" - Pumnhnusp Farilitias ITEM NO. 7._ Total - Bid Schedule "A" - Pumphouse Facilities $15,740.00 $15,740.00 Kiri _c rhprinle "R" _ (.hamiral Treatment Estimated Estimated SUMMARY OF BIDDING Item Number of Item Total Estimated Used No. Description Units Unit Unit Cost Cost To -Date Extension Flanged Water Distribution Piping, Valves and Unit Unit Cost Cost To -Date Extension 33 Appurtenances 1 LS $8,558.00 $8,558.00 1 $8,558.00 34 6" Turbine Flow Meter and Strainer 1 LS $4,565.00 $4,565.00 1 $4,565.00 35 Painting and Protective Coating 1 LS $1,617.00 $1,617.00 1 $1,617.00 Startup, Operation and Maintenance Manual and TOTAL ALL BID SCHEDULES 36 Post Startup Operation Assistance 1 LS $1,000.00 $1,000.00 1 $1,000.00 Total - Bid Schedule "A" - Pumphouse Facilities $15,740.00 $15,740.00 Kiri _c rhprinle "R" _ (.hamiral Treatment Total - Bid Schedule "B" - Chemical Treatment $3,500.00 $3,500.00 Rid Srhprli le "C" - SCAnnA Svstem Estimated SUMMARY OF BIDDING Item Item Number of Number of Total Estimated Used Total Estimated Used Description No. Description Units Unit Unit Cost Cost To -Date Extension 37 Modify xisting Chlorine Gas Treatment 1 LS $3,500.00 $3,500.00 1 $3,500.00 Total - Bid Schedule "B" - Chemical Treatment $3,500.00 $3,500.00 Rid Srhprli le "C" - SCAnnA Svstem Total - Bid Schedule "C" - SCADDA Systems Estimated SUMMARY OF BIDDING Item Number of PAR— Total Estimated Used No. Description Units Unit Unit Cost Cost To -Date Extension 38 Deleted $209,162.00 $199,729.50 PART 2 Total - Bid Schedule "C" - SCADDA Systems SUMMARY OF BIDDING PAR— TOTAL BID SCHEDULE "A" $3,030.00 $4,398.00 TOTAL BID SCHEDULE "B" $209,162.00 $199,729.50 PART 2 TOTAL BID SCHEDULE "A" $15,740.00 $15,740.00 TOTAL BID SCHEDULE "B" $3,500.00 $3,500.00 TOTAL BID SCHEDULE "C" TOTAL ALL BID SCHEDULES $231,432.00 $223,367.50 TOTAL WORK COMPLETED TO DATE $223,367.50 LESS 5% RETAINAGE $11,168.38 $ 177,689.90 LESS PREVIOUS PAYMENTS Check # Amount Pay Estimate No. 1 $ 74,325.63 Pay Estimate No. 2 $ 38,047.50 Pay Estimate No. 3 $ 65,316.77 WE RECOMMENT PAYMENT OF: $34,509.23 shared docs/municipal/aotsego/519/ot519PE BT - 2 Pay Estimate #4 9/3/04 PAY ESTIMATE NO. 4 ITEM NO. 7._ City of Otsego Project #04-07 Well #6 %PPROVALS: '.ONTRACTOR: TRAUT WELLS, INC. (-Prtification by Contractor: rtify that all items and amounts are correct for the work completed to date. _.fined: i Title: �`k�\��`C4� 1 Date: NGINEER: Certification by Engineer: We recommend paym nt for work and quantities as shown. HAKANSON ANDER ON I AS§PCIATES, INC. w Signed: Title: c�� C. �fi�Q r Date: DWNER: CITY OF OTSEGO Signed Title: Date: shared docs/municipal/aotsego/519/ot519PE BT - 3 g/3/l)4 Pay Estimate #4 Septombar 22, 2004 Honorable Nlayar & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 66330 RE; Well No, 6 Flactrioal & SCAuA Pay E3tim3te No. 2 Contractor: Automatic Systems Company Contract Amount: $ 54,096.00 Award Oats: April 22, 2004 Compietcn Cate: July 1, 2004 PAY ESTIMATE NO.2 City of Otsego Improvemont Project 04-07 Well 146 51co0cal SCADA Dear Honorable Mayor and Council MarnMrs: The lVowing work has been completed on the above raferon:ed prolect; W.a c tiAa..i. "All —4 scene A—+. - ITEM 5_7 Item No. Totol - Bid Schadula "A" A 54,098.00 $53.907.14 TOTAL WORK COMPLETED TO DATE $ 03,607,14 LESS 24% RETAINAGE $1,340,18 LESS PRF-VICUS PAY70ENT (Check # 39544) $32,696,01 WE RECOMMEND PAYMENT CF: S 18,500.95 APPROVALS: CONTRACTOR: AUTOMATIC SYSTEMS COMPANY Certification by C -ac` r I certlfy that item nd amounts ere correct for the work completed to dote. ned: T.es I ENGINEER: Certification by Engine®r: Wt; recommend payment far work and quandtles as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Data, OWNER; CITY OF OTSEGO Signed: Title; Date: shcmd docolmuni4pgl/ecWdgdS?6JOT619•AB: P'c2 2 5/23/2004 Estlnetad Number of Contract Used To - Item No. Deserlotlan Units Unit Unit Cost I Amount Date Exlsnsion New Variable requanoy Drive, ModIfication of Control Panel, Power and Control Conduits & Wlring for Well Pump and Flow Meter,Modify Esdsling SCAPA System for Control ant Monitoring 1 of Pun hausa to include V1:II 0 1 LS $54.096.00 $ 54 098.00 99.09%1 $ 53,60 Totol - Bid Schadula "A" A 54,098.00 $53.907.14 TOTAL WORK COMPLETED TO DATE $ 03,607,14 LESS 24% RETAINAGE $1,340,18 LESS PRF-VICUS PAY70ENT (Check # 39544) $32,696,01 WE RECOMMEND PAYMENT CF: S 18,500.95 APPROVALS: CONTRACTOR: AUTOMATIC SYSTEMS COMPANY Certification by C -ac` r I certlfy that item nd amounts ere correct for the work completed to dote. ned: T.es I ENGINEER: Certification by Engine®r: Wt; recommend payment far work and quandtles as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Data, OWNER; CITY OF OTSEGO Signed: Title; Date: shcmd docolmuni4pgl/ecWdgdS?6JOT619•AB: P'c2 2 5/23/2004 JABonestroo Rosene Anderlik & Associates Engineers & Architects September 7, 2004 City of Otsego Judy Hudson 8899 Nashua Ave NE Otsego, MN 55330 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.com Re: West Wastewater Treatment Facility City of Otsego BRA Project No. 503-02-107 Dear Ms. Hudson: ITEM 5_8 004 J. Enclosed are four (4) copies of Pay Request No. 10 for the West Wastewater Treatment Facility project. This pay request is for work completed through July 24, 2004. The total amount of this pay request is $492,621.04. This amount includes the 5% retainage on Bonestroo's payment, in which the Contractor is indicating to transfer to escrow account. Therefore, two checks will be processed. One check to the Contractor in the amount of $467,989.04 and another check to the escrow account in the amount of $24,632.00. If you have any questions regarding this pay request, please call me at (651) 604-4891. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 5, ,( Stephen Alm, P.E. Enclosures • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI ■ Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bonestroo 0 Rosene Anderlik & Associates Engineers & Architects 1 71it x� t � :;�-n?sa"' � � ''d` �..3" �....y • ..5. -r. h,Y� ct 5r i'-:�. ��t�G �y3�',-��c-*ny�'F; £. •"� �L�`'r Z:s• � j�. Dwner: City of Otsego, 8899 Nashua Ave. NE, Otsego, MN 55330 Date: September 7, 2004 =or Period: 8/10/2004 to 9/7/2004 Request No: 10 ;ontractor: Rice Lake Construction Group, 22360 County Road 12, Deerwood, MN 56444 CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO WASTEWATER TREATMENT FACILITY BRA FILE NO. 503-02-107 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. Recommended for Approval by: BONESTROO, ROSENE, AND RLIK 8� ASSOCIATES, INC. Approved by Contractor: RICE LAKE CONSTRUCTION GROUP Gtr ' Specified Contract Completion Date: October 29, 2004 50302107REQ10.xls IN $ 139,167.00 $ 0.00 Approved by Owner: CITY OF OTSEGO Date: $ 6,384,000.00 $ 6,523,167.00 $ 5,686,220.00 $ 0.00 $ 5,686,220.00 $ 284,311.00 $ 5,401,909.00 $ 4,933,919.96 $ 0.00 $ 467,989.04 REQUEST FOR PAYMENT 'ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 DATE: August 26, 2004 REQUEST FOR PAYMENT NO.: 10 FOR PERIOD: 7/25/04 thru 8/28/04 CONTRACTOR: RICE LAKE CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 SUMMARY: ORIGINAL CONTRACT AMOUNT CHANGE ORDER - Addition CHANGE ORDER - Deduction REVISED CONTRACT AMOUNT —LUE COMPLETED TO DATE PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST FOR PAYMENT ESCROW ACCOUNT: PREVIOUS AMOUNT IN ESCROW TRANSFER TO ESCROW ACCOUNT TOTAL AMOUNT IN ESCROW ACOUNT Submitted: Rice Lake Construction Group Recommended: Bonestroo, Rosene, Anderlik & Assoc. Approved: City of Otsego 139,167.00 6,384,000.00 6,523,167.00 5, 686, 220.00 5,193, 598.00 492,622.00 259, 679.00 24,632.00 284,31 .00 y j 8/26/04 Wade Leonard Date Stephan L. Alm, P.E. Date Date 8 VORTEX GRIT CHAMBER A Materials 1 LS 17,660.00 17,660.00 1.00 1.00 17,660.00 B Installation 1 LS 1,200.00 1,200.00 0.00 0.00 - 11348 SAMPLERS A Materials 1 LS 7,920.00 7,920.00 1.00 1.00 7,920.00 B Installation 1 LS 300.00 300.00 0.00 0.00 - 11361 GBT & POLYMER EQUIPMENT A Materials 1 LS 107,530.00 107,530.00 1.00 1.00 107,530.00 B Installation 1 LS 5,090.00 5,090.00 0.15 0.50 0.65 3,308.00 11377 P. D. BLOWERS 3 EA 10,240.00 30,720.00 3.00 3.00 30,720.00 11378 COARSE BUBBLE DIFFUSERS 1 LS 10,700.00 10,700.00 1.00 1.00 10,700.00 11381 CARROUSELAERATORS A Materials 2 EA 46,860.00 93,720.00 2.00 2.00 93,720.00 B Installation 2 EA 2,120.00 4,240.00 0.00 2.00 2.00 4,240.00 11383 VORTEX MIXING SYSTEM 1 LS 67,940.00 67,940.00 1.00 1.00 67,940.00 11386 SUB. TANK MIXERS A Materials 3 EA 9,330.00 27,990.00 3.00 3.00 27,990.00 B Installation 3 EA 450.00 1,350.00 0.00 3.00 3.00 1,350.00 11600 LABORATORY EQUIPMENT 1 LS 40,000.00 40,000.00 0.00 0.00 - 11691 ODOR CONTROL SYSTEM 1 LS 39,000.00 39,000.00 1.00 1.00 39,000.00 12505 BLINDS 1 LS 640.00 640.00 0.00 0.00 - 12600 LABORATORY FURNITURE 1 LS 31,500.00 31,500.00 0.00 0.00 12620 FURNITURE 1 LS 5,000.00 5,000.00 0.00 0.00 - 13301 MAG METERS 3 EA 3,660.00 10,980.00 3.00 3.00 10,980.00 15000 MECHANICAL A Mobilization 1 LS 30,000.00 30,000.00 1.00 1.00 30,000.00 B Sluice Gates Materials 1 LS 35,000.00 35,000.00 1.00 1.00 35,000.00 Labor 1 LS 4,500.00 4,500.00 0.00 1.00 1.00 4,500.00 c DIP Materials 1 LS 145,000.00 145,000.00 0.85 0.03 0.88 127,600.00 Labor 1 LS 126,490.00 126,490.00 0.48 0.21 0.69 87,278.00 o Hangers Materials 1 LS 10,000.00 10,000.00 0.84 0.12 0.96 9,600.00 Labor 1 LS 1,000.00 1,000.00 0.58 0.24 0.82 820.00 E Valves - Materials 1 LS 48,000.00 48,000.00 1.00 1.00 48,000.00 F Insulation 1 LS 20,810.00 20,810.00 0.18 0.18 3,745.00 G Underground Pipe Materials 1 LS 15,000.00 15,000.00 1.00 1.00 15,000.00 Labor 1 LS 20,000.00 20,000.00 1.00 1.00 20,000.00 H Vent Pipe Materials 1 LS 10,000.00 10,000.00 1.00 1.00 10,000.00 Labor 1 LS 12,000.00 12,000.00 1.00 1.00 12,000.00 Domestic Water Pipe Materials 1 LS 15,000.00 15,000.00 1.00 1.00 15,000.00 Labor 1 LS 16,000.00 16,000.00 0.24 0.40 0.64 10,240.00 i Excavation & Backfill 1 LS 9,000.00 9,000.00 1.00 1.00 9,000.00 K Fixtures Materials 1 LS 12,000.00 12,000.00 0.00 0.60 0.60 7,200.00 Labor 1 LS 1,500.00 1,500.00 0.00 0.00 - L CO/FD/RD Materials 1 LS 18,500.00 18,500.00 1.00 1.00 18,500.00 Labor 1 LS 15,000.00 15,000.00 1.00 1.00 15,000.00 M Water Heater Materials 1 LS 5,000.00 5,000.00 0.00 1.00 1.00 5,000.00 Labor 1 LS 500.00 500.00 0.00 0.00 - N Chemical Piping Materials 1 LS 5,000.00 5,000.00 0.00 0.75 0.75 3,750.00 Labor 1 LS 2,500.00 2,500.00 0.00 0.10 0.10 250.00 o Gas Pipe Materials 1 LS 3,500.00 3,500.00 0.00 0.00 - Labor 1 LS 4,500.00 4,500.00 0.00 0.00 - R Pump & Accessories Installation Materials 1 LS 6,500.00 6,500.00 0.63 0.30 0.93 6,045.00 Labor 1 LS 1,500.00 1,500.00 0.28 0.60 0.88 1,320.00 Q Controls 1 LS 14,700.00 14,700.00 0.00 0.00 - R HVAC 1 LS 159,500.00 159,500.00 0.25 0.41 0.66 105,270.00 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO BRA FILE NO. 503-02-107 CONTRACTOR RICE LAKE CONSTRUCTION GROUP CHANGE ORDERS No. Date Description Amount 1 5/17/2004 See Change Order. $125,738.00 2 5/17/2004 See Chan e Order. $13,429.00 01/12/04 419,612.15 34,486.34 689,726.99 3 01/13/2004 01/24/04 277,917.75 Total Change Orders $139,167.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 12/01/2003 12/11/03 235,628.50 12,401.50 248,030.00 2 12/12/2003 01/12/04 419,612.15 34,486.34 689,726.99 3 01/13/2004 01/24/04 277,917.75 49,113.60 982,272.00 4 01/25/2004 02/28/04 482,852.70 74,526.90 1,490,538.00 5 02/29/2004 03/28/04 659,180.30 109,220.60 2,184,412.00 6 03/29/2004 05/17/04 909,836.85 157,106.75 3,142,135.00 7 05/18/2004 06/11/04 694,510.80 193,695.95 3,873,235.00 8 06/12/2004 07/08/04 666,050.70 228,715.25 4,574,305.00 9 07/09/2004 08/09/04 588,330.21 259,680.00 5,193,599.96 10 08/10/2004 09/07/04 467,989.04 284,311.00 5,686,220.00 Material on Hand Total Payment to Date $5,401,909.00 Original Contract $6,384,000.00 Retainage Pay No. 10 284,311.00 Change Orders $139,167.00 Total Amount Earned $5,686,220.00 Revised Contract $6,523,167.00 50302107REQ10.xls ITEM 6_1 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners-iynacpla nning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 22 September 2004 RE: Otsego — Remington Coves NAC FILE: 176.02 — 04.10 The Planning Commission held a public hearing on 7 September 2004 to consider the Remington Coves preliminary plat. The project was represented by the developer, site designer and architect. There were no comments from the public and the public hearing was closed. The Planning Commission was very favorable to the overall site design and concept. They discussed with the site designer and architect the floorplans, orientation and location of the proposed "bayhome" dwelling units related to viewsheds and building setbacks. The Planning Commission concurred with City Staff that the combination of architecture and site design specific to these dwellings would allow for a reduction in the setback between buildings to 10 feet. Because of a number of outstanding engineering issues, the Planning Commission tabled action on the request to their meeting on 20 September 2004. The applicant met several times with the City Engineer on project issues to the point that approval of a preliminary plat is appropriate. There was no additional significant discussion about the project at the Planning Commission's 20 September 2004 meeting. The Planning Commission voted 6-0 in two separate motions to recommend approval of the rezoning and PUD-CUP/Preliminary Plat application. The applicant has also requested final plat approval. City Staff did not have the Planning Commission make a recommendation on the final plat as it is not required by the Subdivision Ordinance. City Staff believes that the required revisions to the site design and preliminary plat make approval of a final plat premature at this time. We recommend that the City Council approve the rezoning and PUD-CUP/Preliminary Plat, while tabling the final plat application. The proposed development will be considered at the City Council meeting on 27 September 2004 at 6:30 PM. Decision 1 - Zoning Map Amendment A. Motion to approve a Zoning Map Amendment rezoning the subject site from A-1 District to R-6 District based on a finding that the action is consistent with the Comprehensive Plan. B. Motion to deny the request based on a finding that the action would be inconsistent with the Comprehensive Plan as the proposed use does not conform to required development standards. C. Motion to table. Decision 2 — PUD-CUP/Preliminary Plat A. Motion to approve a PUD -CUP and preliminary/final plat for Remington Coves subject to the following conditions: Permanent roadway easements shall be recorded over Outlots D, E and F which are to be owned and maintained by a homeowners association. 2. A temporary roadway easement shall be dedicated over all of Lot 11, Block 5. 3. The provision of a 20 foot buffer required around delinated wetlands and private driveway crossings of wetlands in the bayhome area is subject to approval by the City Engineer. 4. One side of the bayhome common private drive shall be designated and posted as a fire lane. 5. The preliminary plat shall clearly delineate the required front setback from local public streets on all single family lots with a dashed line. 6. The minimum setback between buildings within Outlot C shall be 10 feet. 7. The location of Lot 15 within Outlot C shall be revised to provide view sheds to the front and one side of the dwelling unit. 8. The preliminary plat shall provide a minimum 5 foot setback between the foundation of the bayhome units and unit lot line within Outlot C in accordance with Section of the Building Code. 9. Scaled elevations for the proposed bayhome units shall be submitted to confirm compliance with the maximum 35 foot building height allowed in the R-6 District. 2 10. The applicant shall specify exterior building materials and not less than four color packages for the bayhome units. No color package may be used for more than 30 percent of the total units. 11. Park and trail dedication shall be a cash fee in lieu of land equal to $2,820.00 per dwelling unit, or the current fee in effect at the time of final plat approval. 12. The sidewalk on the south side of 69th Street shall be extended to the plat boundaries. 13. The sidewalk within Outlot C area shall be maintained as a private trail. 14. Outlot A shall be eliminated from the preliminary and final plat. 15. Outlots B and D shall be dedicated to the City as public corridors. 16. The park parcel identified on the site plan shall be designated as an outlot to be retained by a homeowners association. Documents providing for the ownership and maintenance of the outlot shall be submitted and are subject to review and approval of City Staff. 17. All rights-of-way, street designs, street names, grading plans, utility plans, easements and construction documents shall be subject to review and approval of the City Engineer. 18. A 20 foot sidewalk easement shall be recorded at the front of those lots where sidewalk is to be constructed. 19. The applicant shall enter into a development contract with the City, subject to review and approval of the City Council. 20. The applicant shall revise the submitted preliminary, final plat and construction plans in accordance with these conditions approval, subject to review and approval of City Staff. 21. Comments of other City Staff. B. Motion to deny the application based on a finding that the proposed development does not conform to the requirements of the Zoning Ordinance, Subdivision Ordinance and/or Engineering Manual. Decision 3 — Final Plat A. Motion to approve the application. B. Motion to deny the application based on a finding that the request is inconsistent with the Subdivision Ordinance. C. Motion to table. C. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Jeff Bock Rick Harrison John and Karla Kolles CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: Solid Ground Development, Inc. 09-22-04 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment changing the classification of land included within the proposed Remington Coves preliminary plat. CITY COUNCIL MEETING: 27 September 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture, Rural Service District Area. The applicant is requesting a rezoning to R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District for the purpose of developing 70 single family lots and 43 "bayhome" dwelling units. These dwelling units are a permitted use within the R-6 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: F 3 The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The subject site is guided by the Comprehensive Plan for low density residential uses. The preliminary plat has a density of 2.8 dwelling units per acre, which is less than the maximum 3.0 dwelling units per acre allowed in low density areas. The proposed preliminary plat further provides for a mix of housing types consistent with the direction of the Comprehensive Plan, including more compact bayhome dwellings arranged in a unit and base lot configuration nearest to 70th Street. The proposed subdivision is consistent with the Comprehensive Plan. The proposed use's compatibility with present and future land uses of the area. Finding. The table below summarizes uses surrounding the subject site. The proposed mix of uses will be compatible with the adjacent land uses. Direction Land Use Plan Zoning Map Existing Use North LD Residential R-6 District Martin Farms H East Agriculture A-1 District Agriculture South LD Residential R-4 District Otsego Preserve SF West LD Residential R-6 District Zimmer Farms H/SF The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all applicable development requirements, except as specifically modified by the PUD -CUP on the approved development plans. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use provides for a continuation of urban development anticipated by the Comprehensive Plan within the west sanitary sewer service district utilizing available infrastructure and allowing for extension of major roadways. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use will generate traffic within the capabilities of roadways anticipated to be developed in accordance with the City's transportation plan and NEWC Transportation Study. These roadways include 70th Street being planned as a future county road, which is adjacent to the plat. 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 as it is within the planned service areas and intensities anticipated by the Comprehensive Plan. E. The planning reports dated 2 September 2004 and 14 September 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein. F. The engineering reviews dated 2 September 2004 and 20 September 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc. are incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 September 2004 to consider the application, preceded by published and mailed notice. No comments were received from the public and the public hearing was closed. H. The Planning Commission tabled action on the request to their meeting on 20 September 2004 to allow resolution of project issues. At their meeting on 20 September 2004, 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 requested Zoning Map amendment is hereby approved. PASSED by the Otsego City Council this 27th day of September, 2004. Attest: CITY OF OTSEGO in Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE REMINGTON COVES PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A (the "property"). Section 2. The property is hereby rezoned from an A-1, Agriculture Rural Service District designation to a R-6, Residential Quadraminium, Townhouse and Low Density Multiple Family District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 27TH day of September, 2004. CITY OF OTSEGO I1-YA Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: Solid Ground Development, Inc. 09-22-04 FINDINGS & DECISION PUD-CUP/PRELIMINARY PLAT APPLICATION: Request for a planned unit development — conditional use permit and preliminary plat to allow for development of 70 single family lots and 43 "bayhome" dwellings to be known as Remington Coves. CITY COUNCIL MEETING: 27 September 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following Findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District. These dwelling units are a permitted use within the R-6 District. D. 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: 2. 3 The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding. The subject site is guided by the Comprehensive Plan for low density residential uses. The preliminary plat has a density of 2.8 dwelling units per acre, which is less than the maximum 3.0 dwelling units per acre allowed in low density areas. The proposed preliminary plat further provides for a mix of housing types consistent with the direction of the Comprehensive Plan, including more compact bayhome dwellings arranged in a unit and base lot configuration nearest to 7e Street. The proposed subdivision is consistent with the Comprehensive Plan. The proposed use's compatibility with present and future land uses of the area. Finding. The table below summarizes uses surrounding the subject site. The proposed mix of uses will be compatible with the adjacent land uses. Direction Land Use Plan Zoning Map Existing Use North LD Residential R-6 District Martin Farms H East Agriculture A-1 District Agriculture South LD Residential R-4 District Otsego Preserve SF West LD Residential R-6 District Zimmer Farms H/SF The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all applicable development requirements, except as specifically modified by the PUD -CUP on the approved development plans. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use provides for a continuation of urban development anticipated by the Comprehensive Plan within the west sanitary sewer service district utilizing available infrastructure and allowing for extension of major roadways. 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 serying the property. Finding: The proposed use will generate traffic within the capabilities of roadways anticipated to be developed in accordance with the City's transportation plan and NEWC Transportation Study. These roadways include 7e Street being planned as a future county road, which is adjacent to the plat. 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 as it is within the planned service areas and intensities anticipated by the Comprehensive Plan. E. The planning reports dated 2 September 2004 and 14 September 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein. F. The engineering reviews dated 2 September 2004 and 20 September 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc. are incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 September 2004 to consider the application, preceded by published and mailed notice. No comments were received from the public and the public hearing was closed. H. The Planning Commission tabled action on the request to their meeting on 20 September 2004 to allow resolution of project issues. At their meeting on 20 September 2004, 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 requested PUD - CUP and Preliminary Plat of Remington Coves is hereby approved, subject to the following conditions: Permanent roadway easements shall be recorded over Outlots D, E and F which are to be owned and maintained by a homeowners association. 2. A temporary roadway easement shall be dedicated over all of Lot 11, Block 5. 2 3. The provision of a 20 foot buffer required around delinated wetlands and private driveway crossings of wetlands in the bayhome area is subject to approval by the City Engineer. 4. One side of the bayhome common private drive shall be designated and posted as a fire lane. 5. The preliminary plat shall clearly delineate the required front setback from local public streets on all single family lots with a dashed line. 6. The minimum setback between buildings within Outlot C shall be 10 feet. 7. The location of Lot 15 within Outlot C shall be revised to provide view sheds to the front and one side of the dwelling unit. 8. The preliminary plat shall provide a minimum 5 foot setback between the foundation of the bayhome units and unit lot line within Outlot C in accordance with Section of the Building Code. 9. Scaled elevations for the proposed bayhome units shall be submitted to confirm compliance with the maximum 35 foot building height allowed in the R-6 District. 10. The applicant shall specify exterior building materials and not less than four color packages for the bayhome units. No color package may be used for more than 30 percent of the total units. 11. Park and trail dedication shall be a cash fee in lieu of land equal to $2,820.00 per dwelling unit, or the current fee in effect at the time of final plat approval. 12. The sidewalk on the south side of 69th Street shall be extended to the plat boundaries. 13. The sidewalk within Outlot C area shall be maintained as a private trail. 14. Outlot A shall be eliminated from the preliminary and final plat. 15. Outlots B and D shall be dedicated to the City as public corridors. 16. The park parcel identified on the site plan shall be designated as an outlot to be retained by a homeowners association. Documents providing for the ownership and maintenance of the outlot shall be submitted and are subject to review and approval of City Staff. 17. All rights-of-way, street designs, street names, grading plans, utility plans, easements and construction documents shall be subject to review and approval of the City Engineer. 18. A 20 foot sidewalk easement shall be recorded at the front of those lots where sidewalk is to be constructed. 19. The applicant shall enter into a development contract with the City, subject to review and approval of the City Council. 20. The applicant shall revise the submitted preliminary, final plat and construction plans in accordance with these conditions approval, subject to review and approval of City Staff. PASSED by the Otsego City Council this 27th day of September, 20Q4. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 4 SEP.23.2004 1:42PM No.067 F.2�/7 Item ENGINEERING REVIEW Review No. 2 Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Solid Ground Development, LLC E.G. Rud & Sons, Inc. Craig G. Schlichting, P,E,, Plowe Engineering, Inc. Reviewed by: Ronald Wagner, P.E. Shane M. Nelson, P.E. Brent Larson Date: September 20, 2004 Proposed Development: Remington Coves Street Location of Property: A portion of the NE 1/4 of the NW'/a of Section 31, T121, R24. 40.38+ Acres, E of Zimmer Farms development between 677 Street NE and future 70th Street NE. Applicant: Jeff Bock Developer: Solid Ground Development, LLC Owners of Record: John and Carla Kolles Purpose: Remington Coves is a proposed 70 single-family residential homes and 43 "bayhome" style units development on 40.38± acres in the City of Otsego, Wright County, Minnesota, The proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) C:!\WINNT\Proflles\brand\Personal\Cad ena\ot2277RVW2,dac SEP.23.2004 1:42PM N0.067 P.3i7 TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY PRELIMINARY PLAT TRAFFIC/ACCESS ISSUE WETLANDS SURFACE WATER MANAGEMENT STREETS SANITARY SEWER COLLECTION AND WATER DISTRIBUTION SYSTEMS GRADING, DRAINAGE, AND EROSION CONTROL PLAN SUMMARY AND/OR RECOMMENDATION C.\WINNT\Prcfllas\brentl\Personal\cad ena\ot2277RVW2.doc SEP.23.2004 1:43PM N0.067 P.4i7 INFORMATION AVAILABLE Preliminary Plat of Remington Coves, 9/14/04 revision, by E.G. Rud & Sons, Inc. Existing Conditions Survey, 9/14/04 revision, by E.G. Rud & Sons, Inc. Preliminary Grading, Drainage, and Erosion Control Plan, 9/14/04 revision, by Plowe Engineering, Inc. Technical Specifications for Remington Coves, 8/16/04, by Plowe Engineering, Inc, Storm Sewer Calculations for Remington Coves, 8/16/04 revision, by Plowe Engineering, Inc. Drainage Calculations for Remington Coves, 9/15/04 revision, by Plowe Engineering, Inc, Construction Plans for Remington Coves, 9/14/04, by Plowe Engineering, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14102 National Wetland Inventory Map, 1991 EXISTING CONDITIONS 1, No Comments. SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 1, The minimum lot area width and depth shall not be less then that established by City Zoning Ordinance unless approved under the PUD. (21-7-4.A.) 2. Every lot must have the minimum frontage on a city approved public street other than an alley, as required in the City Zoning Ordinance unless approved under the PUD, (21-7-4,E.) 3. Lots fronting on a turn around for a cul-de-sac shall exceed the frontage of the zoning district minimum by 25% unless approved under the PUD. (21-7-6.A,3) Poge 9 C;\W INNT\Profiles\brentllParsanal\cad_ene\ot2277 RVW 2,doc SEP.23.2004 1:43PM PRELIMINARY PLAT N0.067 P.5/7 1. The NWL, 2 -year, 10 -year, and 100 -year peak elevations shall be labeled for each of the stormwater ponds. (6.0,8.) 2. Side and rear setback lines shall be depicted for all lots according to the City Zoning Ordinances' requirements or in accordance with the PUD. 3. Lots abutting collector streets shall have a 65' setback from the R.O.W. Please revise the bayhomes abutting 701h Street NE to have a minimum 65' setpack. 4. Revise the Martin Farms Avenue NE to 690 Street NE and label the street from 70th Street NE south approximately 300' feet to the intersection Martin Farms Avenue NE. 5. Streets shall have a 100' tangent between reverse horizontal curves. 6. Horizontal curves shall have a minimum radius of 250' unless approved under the PUD. 7, A 20' drainage and utility easement centered over the storm sewer pipe between Block 6, Lots 10 & 11 is required. S. The meandering sidewalk raises issues with the small utilities that are place between the sidewalk and the R.O.W. TRAFFIC/ACCESS ISSUE 1. No Comments. WETLANDS 1. Avoidance of wetlands must be attempted. If wetlands must be disturbed or filled they must be mitigated as per WCA requirements. (20-16-9.E.2.) Wetlands need delineation verification and a wetland mitigation plan will be required. 2. A protective buffer of natural vegetation at least 20' wide from the delineated edge shall surround all wetlands. A principal building setback of 40' from the delineated edge of all wetlands or 20' from the protective buffer easement, whichever is greater, shall be provided. (20-16-9.E.) SURFACE WATER MANAGEMENT 1. Post -development runoff rates as required by the Otsego Creek Watershed storm water plan February 2003, appear to have been met. 2. Pond 3 discharges to an existing storm sewer apron installed by Zimmer Farms, The 10 -year designed flow allowed at this apron from Remington Coves is 1.98 cfs. The proposed storm water discharge from Remington Coves at this apron is 3.21 cfs for the 10 -year storm. Please revise to meet the 1.98 cfs limit, Page 2 C:\WINNT\Proflles\brentl\PersonaNcad ena\ot2277RvW2.doc SEP.23.2004 1:43PM N0.067 P.6/7 3, Pond 2 discharges to an existing catch basin at the intersection of 70th Street NE and Marlowe Avenue NE, The proposed discharge from this pond is 2.78 cfs for the 10 - year storm. We need to look at upsizing the storm sewer in Martin Farms. The city will account for this flow in the 701h Street NE storm sewer. 4. Pond 1 is shown to discharge to an existing storm sewer catch basin at the north end of Otsego Preserve. The addition of 1,41 cfs for the 10 -year storm and 1,98 cfs for the 100 -year was not designed for in Otsego Preserve storm sewer. A storm sewer system must be routed along the south side of Remington Coves and the east side of Otsego Preserve (within drainage and utility easements) to the storm water pond in Otsego Preserve, 5 A minimum time of concentration (Tc) shall be 10 minutes for the hydrology and storm sewer sizing calculations. 6 Storm sewer pipe must be a minimum of 15". 7 Minimum cover over storm sewer pipe is 2' for pipe in the R,O.W and 1.5' of cover in green areas. 8 Minimum velocity through storm sewer pipe shall be 3.0 fps. 9 Provide 0.8 diameter points fall through storm sewer manholes when increasing pipe size. 10. Call out the class of each RCP storm sewer pipe in the profiles in the construction plans. 11. Label the catch basins and manholes in the plan view, in the construction plans, 12, The outlet structures for the sedimentation ponds must be revised to Standard Plate #403. The various sized orifices shall be located in the weir within the structure. 13. There appears to be some differences in the storm sewer layout between the plan drawing vs the profile drawing. STREETS 1, Include centerline horizontal curve PT and PC data on plans 2. A 100' tangent shall be provide between reverse horizontal curves unless approved under the PUD. 3. All centerline gradients shall be at least 0.6% and shall not exceed 7%. (21-7-7.F.) 67`h Street NE has a grade of 0.50% near station 8+50. Please revise. 4. MIN curvature shall be 250 feet radius unless approved under the PUD. (21-7-7.G,) Page 3 C:\WINNMProflles\brentRPersoraRcad_eng\ot2277RVW2.doc SEP.23.2004 1:44PM NU.Ubr 5. Vertical curve lengths shall be per MnIDOT guidelines for a 30 mph design speed. Many vertical curves in the construction plans require revision. 6. Please call out the radius of the curb and gutter at intersections. A typical radius of 20' is required at intersection between two local streets. A typical radius of 30' is required at the intersections between local and arterial/collector streets, 7. A vertical curve is required if the algebraic difference is greater than 1 %. 8. Please label the dimensions of streets and cul-de-sacs. 9. Temporary cul-de-sacs are required at the east ends of 690 Street NE. SANITARY SEWER COLLECTION AND WATER DISTRIBUTION SYSTEMS 1. Additional 8" gate valves are to be placed throughout the project where the watermain has a tee or cross. 2. Depict the sanitary and water services to each lot in the construction plans as shown on the preliminary plat, 3. The first 20' of the upstream pipe out of a drop manhole must be DIP, 4. Label the inverts of sanitary manholes with the direction of the inverts. 5. Include the storm sewer crossings, with a lighter shade, -in the sanitary sewer and watermain profile to help prevent conflicts between pipes. 6. Label the class of watermain and sanitary sewer in the profiles. 7. Label the sanitary manholes in the plan view in the construction plans. 81 Two 45° bends shall be used in-place of the 90° bends on watermain. GRADING DRAINAGE AND EROSION CONTROL PLAN 1. Pond 2 requires a 10;1 bench and a maximum slope of 4:1 above the NWL, 2. Include Lot and Block numbers. 3, The minimum lot grading shall be 2%. Many areas do not meet this requirement. Please revise the grading to clearly depict the minimum grade. 4. Please label the any emergency overflows. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments. Page 4 C;\WINNT\Proflles\brentHPersonal\cad en6\ot2277RVW2,d0c ITEM 6.2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners(ainacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 22 September 2004 RE: Otsego — Riverwood National; Detached Townhouse Plans NAC FILE: 176.02 — 03.22 The Planning Commission reviewed the plans for detached townhouse dwelling units within the Riverwood National development at their meeting on 20 September 2004. Mr. Chris Bulow was present to represent the project. The only issue of discussion related to the color packages for the buildings. The City has required a variety of colors be used within townhouse developments to avoid a monotonous appearance. Mr. Bulow pointed out that this project will have smaller clusters of townhouse units (ranging from 4 to 21 dwellings) each with different buiders and that requiring each builder to provide four distinct color options would be problematic and not like have the desired effect. The Planning Commission concurred and will allow the same exterior color for the dwellings within each individual detached block. The City Council will consider the proposed building plans at their meeting on 27 September 2004 at 6:30 PM. The Planning Commission voted unanimously to recommend approval of the building plans subject to the following modified conditions. 1. Brick (or stone) wainscoting is to be provided: a. Along the side elevation between the main entry and front line of the garage. b. A minimum of four feet on the side elevation opposite the main entry. C. On the rear elevation of the building where the building faces the golf course. 2. Vinyl shake siding is to be used within the peaks of all gables. 3. Shutters shall be provided for windows on the rear elevation of the dwelling. 4. At least four color packages shall be identified with no single color package use for more than 50 percent of all the detached townhouse dwellings within the fina plat. 5. A unit landscaping plan shall be submitted and is subject to City Staff approval. C. Mike Robertson Judy Hudson Tim Rochel Ron Wagner Andy MacArthur Chris Bulow ITEM 6-3 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan nersf-wnacplanning.corn MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 22 September 2004 RE: Otsego — City Code; On -Street Parking Ordinance NAC FILE: 176.08 One of the tasks assigned to City Staff for 2004 was development of an on -street parking ordinance. Our office undertook this effort as part of the recodification of the City Code and presented draft language to the City Council on 22 March 2004. The draft language includes a general limit of 18 hours for on -street parking, a prohibition of parking between 2:00 AM and 6:00 AM, establishes provisions for snow emergencies and designation of parking zones. Language from previous ordinances addressing on -street parking of semi-tractor/trailers is also included in the new ordinance and updated to be consistent greater weight allowance specified within the Zoning Ordinance. City Staff recommends approval of the proposed ordinance in the form attached hereto. The City Council referred the on -street parking ordinance to the Police Commission for review and recommendations at their meeting on 22 March 2004. No comments or recommendations have been received from the Police Commission regarding the draft parking ordinance as of this date. If the parking ordinance is to be established in advance of this upcoming snow season, the City Council needs to take action soon so that information regarding the parking limits can be distributed via the Otsego View, Elk River Star News and City's web site. C. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner SECTION 3 ON -STREET PARKING Section 8-3-1 Purpose 8-3-2 General Parking Prohibitions 8-3-3 Exceptions 8-3-4 Parked Vehicles Impounded 8-3-5 Penalties 8-3-1: PURPOSE: The City Council finds that it is necessary to promote the health, safety, and welfare of the citizens of Otsego, and to promote traffic flow, that restrictions be placed upon the parking of certain vehicles upon City streets. (Ord. 95- 28, Nov. 13, 1995) 8-3-2: GENERAL PARKING PROHIBITIONS: A. General Limit. Parking of vehicles is hereby prohibited for more than eighteen (18) hours continuously on all streets within the corporate limits of the City, with the exception of those streets or highways otherwise provided time limitations in Section 8-3-2.0 of this City Code. B. Trucks and Semi -Tractors and Trailers. Commercial vehicles, semi -tractors, trailers or trucks exceeding a gross vehicle capacity of twelve thousand (12,000) pounds or an overall length of twenty-five (25) feet may not be parked or stored on streets or highways within the City. C. Designation of Parking Zones and Fire Lanes. 1. The Council may, by resolution, designate streets, blocks or alleys, or portions thereof, as no parking zones, as fire lanes, or as five (5) minute, ten (10) minute, fifteen (15) minute, thirty (30) minute, one (1) hour, two (2) hour, or three (3) hour parking zones. 2. The Council may also upon application by the Fire Marshal or an owner, lessee or operator of any building, which building generally attracts numerous numbers of the public, designate and thus establish a fire lane upon private property. The application shall be reviewed and approved or disapproved by the Fire Marshal prior to being presented to the City Council for approval. The designated area, when approved by the City Council, shall effectively become a fire lane. 8-13 3. All designated zones pursuant to this section shall be appropriately marked at the direction of the City, at the property owner's expense when on private property, and the City's expense when on public property. Unless otherwise provided within the resolution or application approval, such restrictions shall apply every day of the week, including Saturdays, Sundays, and holidays. D. Night Parking. No vehicle shall be parked upon any public street in the City between the hours of two o'clock (2:00) AM and six o'clock (6:00) AM inclusive, on any day of the year, including, but not limited to, Saturdays, Sundays and holidays. E. Snow Emergency. After a snowfall of at least two and one-half (2-1/2) inches in the City, parking is prohibited on any public street or alley until and after that particular street or alley has been plowed and the snow removed to the curb line. It is unlawful to deposit snow or ice, plowed or removed from private property, onto the traveled portion of a street, alley or public way. F. Immobile Vehicles and Trailers. Vehicles and trailers incapable of movement under their own propulsion shall not be parked or stored on streets within the City. G. Access. No vehicle shall be parked so as to obstruct a public sidewalk or trail or block access to a driveway or block access to a mailbox. (Ord. 2004- 8-3-3: EXCEPTIONS: This Section shall not apply to the following circumstances: A. City vehicles parked in connection with official City business. (Ord. 95-28, Nov. 13, 1995) B. Vehicles picking up or delivering products to residential customers, or providing a service to a residential customer. Even in the event of a pick up or delivery, in no case shall any vehicle park for any period of time in any manner which tends to block a designated bike path. C. Police, fire and medical emergency vehicles parked in connection with official duties. (Ord. 2004- ) 8-3-4: PARKED VEHICLES IMPOUNDED: A vehicle in violation of this Section may be ordered removed from a public street by a law enforcement officer. The vehicle may be towed away to a garage, service station or other place of safekeeping as authorized by the City Council as soon as possible to facilitate snow removal, street 8-14 maintenance, the orderly flow of traffic, fire fighting or other lawful purpose. The vehicle will be surrendered to the duly identified owner thereof upon payment of the required fees for such towing and storage. Removal of a vehicle does not bar prosecution for a violation of traffic or parking regulations. (Ord. 2004- , 8-3-5: PENALTIES: A. Any person found to be in violation of any provision of this Section shall be guilty of a misdemeanor and upon conviction thereof shall be punished by penalty established by State Statute for a misdemeanor, and as amended. Each day in which such violation occurs shall be deemed a separate offense. B. Any person violating any of the provisions of this Section, shall become liable to the City for any expense, loss or damage occasioned by the City as the result of such violation, including court costs and reasonable attorneys fees. (Ord. 2004- , ) 8-15 ITEM 6.4 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners<wnacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 22 September 2004 RE: Otsego — West Sewer District NAC FILE: 176.08 The City's west waste water treatment plant is being constructed with an initial capacity of 600,000 gallons per day. The current and draft Comprehensive Plan would limit the amount of capacity available for residential development to 70 percent of the total available capacity, or 420,000 gpd. This capacity is sufficient to serve 1,680 residential dwellings at 250gpd per dwelling (REC). The current total of final platted residential dwellings for which sanitary sewer service has been allocated is 1,099. No final plats have been approved for the Duerr property or Remington Coves, which would add an additional 180 dwelling units if both projects are final platted in one phase as intended by the developers. This means there are only 401 RECs available for residential use in accordance with the Comprehensive Plan policy and 1,121 RECs of actual total capacity remaining to be allocated. We believe it is prudent that the City not accept any new applications for preliminary plats within the west sanitary sewer district. Final plats should continue to be processed up to the point when the capacity for residential development has been allocated. At that time, we would recommend that the City Council initiate efforts to expand available capacity of the west waste water treatment plant. C. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur CITY OF OTSEGO CITY ENGINEER COUNCIL AGENDA ITEMS COUNCIL MEETING 09/22/04 Engineer Agenda Item 7.1 Consider Holiday Inn Easement Vacation Item 7.2 Change Order #4 — 85th Street and Page Avenue, add topsoil, seed, mulch, and riprap. Council Agenda Items, Page 1 \\Ha01\Shared Docs\Municipal\AOTSEGO\901\2004\ot901EngineerlAgenda9-22-04.doc ITEM 7_1 Hakanson 1 Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 ASSOC., Inc. Phone: 763/427-5860 Fax: 763/427-0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Bob Fields, LandCor From: Ronald J. Wagner, PE Date: September 14, 2004 Re: Holiday Inn Easement Vacation The proposed vacations are appropriate as long as the equivalent easements covering the realigned utilities (water and storm sewer) are granted to the City of Otsego prior to the vacation being approved. As of this memo no such easements have been filed. Civil erMunicipal �� Engineering Page 1 of 1 Land Surveying for G:\Municipal\Aotsego2xxx\2259\ot2259hmcc4.doc z O F_ Q (Y 0 U- H z 0 3 O O W V) O O d N 3 F �, '^t' �.:... '' � �. 'n'.. . ire gni . •. <J' .wM .-. �P.n ;Jw � _ -The Northwest corner of Lot 1� --The North line of OTSEGO WATERFRONT FOURTH ADDITION T toLO Iq co wN C'4 1 35 N89.40'36 "E 348.21 N89"40 36 E 278.78/, o i 1"j ' 1 o Drainage &Utility Easement per plat of `V 1C'4 N I C11�'-OTSEGO WATERFRONT FOURTH ADDITION --— — — ',— — — — -� I------1-------------------�6 — I t�� 777\7 YIR V1 J I 110 r 1 ni . I PROPOSED WATER PARK' I Q 1 > C 1 Ad� K.1 35 I rn ° 1� _ c I 1 _15 I o E ( 'Y t 2 LLJ I ;777 7'17-i��'�i'>� 7/7? �'�i��i� �'�-i� �'�I L i \�/nr'�`1 LAJ (O [7/'77/ //, i i aalLO 1 PROPOSED HOTELbI o z oo — i-- V / a� � f.� N I� A rI� Q I 3� 0 O 6SH t.G3S, !a� I I l a FCN es- Go 0 1�t 110 k Ii l� A- - — — — — — -------WNA -- C\ —- — -- 20.04 - I 01 N89058 04 W I I I 2� o --t /--Drainage &Utility Easement per plat of ox- OTSEGO� / WATERFRONT FOURTH ADDITION I I ,alis k)kytF� d O ena�r1 o I 89' , I , N41'17"E 199.09 16.57 N89041'17"E O S�Sy to �O Drainage & Utility Easement per plat of - OTSEGO WATERFRONT FOURTH ADDITION 330.7 N89041 ' 17 "E 410.35 11(ot10o I0 ------------ -� I I o I I I a. I I I 410.35 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2004 - RESOLUTION APPROVING VACATION OF PORTIONS OF A DRAINAGE AND UTILITY EASEMENT, CITY OF OTSEGO, COUNTY OF WRIGHT- OTSEGO WATERFRONT FOURTH ADDITION WHEREAS, the City of Otsego has received a request to vacate the above-described portions of a drainage and utility easement from one of the affected property owners, Landcor, Inc.; and WHEREAS, the Otsego City Council, on its own motion, ordered a public hearing on the proposed vacations; and WHEREAS, those portions of the established drainage and utility easement to be vacated are described as follows: Vacation A and Vacation B: See Exhibit A. WHEREAS, the City Council has determined that vacating said portions of the above described drainage and utility easement would be in the public interest; and WHEREAS, the City of Otsego having considered testimony related to the proposed vacation of those portions of the drainage and utility easement so described; and 1 WHEREAS, the City Council ordered a public hearing and meeting to act upon said proposed vacations at 6:30 p.m. on the 27`t' day of September, 2004, at the Otsego City Hall; and WHEREAS, all legal requirements regarding giving notice have been satisfied; and WHEREAS, the City Council did meet on the 27th day of September, 2004, at the Otsego City Hall and heard all parties interested therein, and; WHEREAS, it now appears to the Otsego City Council that such portions of said drainage and utility easement serve no useful purpose; NOW, THEREFORE, the City Council of the City of Otsego, Wright County, Minnesota, hereby orders: 1. That the portions of the drainage and utility easement located in the City of Otsego, Wright County, Minnesota, described in Exhibit A are hereby vacated conditioned upon future dedication of LandCor, Inc.'s proposed drainage and utility Easements A and B (Exhibit B) on Lot 1, Block 1 in OTSEGO WATERFRONT FOURTH ADDITION with all related costs being the responsibility of LandCor, Inc. 2. The City Council hereby determines that vacations of said portions of the said drainage and utility easements shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. Motion for adoption September, 2004. IN FAVOR: OPPOSED: of resolution by , seconded by _ at the meeting of the Otsego City Council on the 27th day of 2 CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk VACATION A Vacating a north—south 20.00 foot wide drainage and utility easement as dedicated on the plat of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded Plat thereof, on file in the office of the County Recorder, Wright County, Minnesota, which lies across the following described property. Lot 1, Block 1 of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded plat thereof, on file in the office of the County Recorder, Wright County, Minnesota. Said vacation lies 20.00 feet westerly of the following described line: Commencing at the northwest corner of said Lot 1; thence on an assumed bearing of North 89 degrees 40 minutes 36 seconds East, along the north line of said Lot 1, a distance of 278.78 feet to the northerly extension and the easterly line of said north—south 20.00 foot wide drainage and utility easement as dedicated within said Lot 1, said point also being the point of beginning of the line to be described; thence South 00 degrees 01 minute 56 seconds West, along said northerly extension and said easterly easement line, a distance of 324.35 feet and said line there terminating. And Said vacation lies northerly of the following described line: Beginning at the terminus point of the above described line; thence North 89 degrees 58 minutes 04 seconds West a distance of 20.04 feet to a corner along the westerly line of said easement and said line there terminating. And Said vacation lies southerly of the south line of the North 20.00 feet of said Lot 1. VACATION B Vacating a northwesterly and southeasterly 40.00 foot wide drainage and utility easement as dedicated on the plat of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded Plat thereof, on file in the office of the County Recorder, Wright County, Minnesota, which lies across the following described property- Lot ropertyLot 1, Block 1 of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded plat thereof, on file in the office of the County Recorder, Wright County, Minnesota. Said vacation is described as follow: Beginning at the northwest corner of said Lot 1; thence on an assumed bearing of South 00 degrees 19 minutes 24 seconds East, along the west line of said Lot 1, a distance of 216.55 feet; thence southerly and southwesterly along said west lot line, along a tangential curve concave to the northwest, having a central angle of 17 degrees 23 minutes 35 seconds, a radius of 340.00 feet and a distance of 103.21 feet to the northwesterly extension of the southwesterly line of said northwesterly—southeasterly 40.00 foot wide drainage and utility easement as dedicated within said Lot 1, said point also being the point of beginning of the vacation to be described; thence South 45 degrees 18 minutes 43 seconds East, along said northwesterly extension and said southwesterly easement line, a distance of 65.02 feet; thence North 89 degrees 41 minutes 17 seconds East, along the southerly line of said easement, a distance of 16.57 feet; thence North 00 degrees 18 minutes 43 seconds West a distance of 40.00 feet to corner along the northerly line of said easement; thence North 45 degrees 18 minutes 43 seconds West, along the northwesterly line of said easement and its northwesterly extension, a distance of 73.04 feet to said west line of Lot 1; thence southwesterly along said west line lot to the point of beginning. And Said vacation lies southeasterly of the westerly 15.00 feet of said Lot 1. EASEMENT A A 20.00 foot wide easement for drainage and utility purposes over, under and across the following described property- Lot ropertyLot 1, Block 1 of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded plat thereof, on file in the office of the County Recorder, Wright County, Minnesota. Said easement is described as follows: Commencing at the northeast corner of said Lot 1; thence on an assumed bearing of South 89 degrees 40 minutes 36 seconds West, along the north line of said Lot 1, a distance of 62.14 feet; thence South 00 degrees 09 minutes 09 seconds East a distance of 20.00 feet to the point of beginning of the easement to be described; thence continuing South 00 degrees 09 minutes 09 seconds East a distance of 343.13 feet; thence South 89 degrees 50 minutes 51 seconds West a distance of 20.00 feet; thence North 00 degrees 09 minutes 09 seconds West a distance of 343.07 feet to a line being 20.00 feet southerly, measured at right angles to said north line of Lot 1; thence North 89 degrees 40 minutes 36 seconds East, parallel with said north line of Lot 1, a distance of 20.00 feet to the point of beginning. EASEMENT B A 40.00 foot wide easement for drainage and utility purposes over, under and across the following described property. Lot 1, Block 1 of OTSEGO WATERFRONT FOURTH ADDITION, according to the recorded plat thereof, on file in the office of the County Recorder, Wright County, Minnesota. Said easement is described as follows: Commencing at the northwest corner of said Lot 1; thence on an assumed bearing of South 00 degrees 19 minutes 24 seconds East, along the west line of said Lot 1, a distance of 216.55 feet; thence southerly and southwesterly along said west line of Lot 1, along a tangential curve concave to the northwest, having a central angle of 18 degrees 00 minutes 31 seconds, a radius of 340.00 feet and a distance of 106.87 feet to the point of beginning of the easement to be described; thence South 32 degrees 24 minutes 22 seconds East a distance of 50.16 feet; thence North 89 degrees 41 minutes 17 seconds East a distance of 38.00 feet; thence North 00 degrees 18 minutes 43 seconds West a distance of 40.00 feet; thence South 89 degrees 41 minutes 17 seconds West a distance of 15.87 feet; thence North 32 degrees 24 minutes 22 seconds West a distance of 67.55 feet to said west line of Lot 1; thence southwesterly along said west line of Lot 1 to the point of beginning. Mn/DOT TP -2184-02 (5/83) State of Minnesota Department of Transportation Contractor: Dresel Contracting, Inc. Address: 24044 July Avenue Location: Page Avenue N.E. CHANGE ORDER #4 S.P. No. N/A F.P. No. N/A Contract No. N/A ITEM 7.2 Page 1 of 1 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: Additional turf establishment on Page Avenue NE including placement of rip rap. ESTIMATE OF COST Added Items ITEM NO. ITEM NAME UNIT QUANTITY UNIT PRICE AMOUNT Additional Turf Establishment on Page Avenue NE LS 1 $3,324.16 $3,324.16 including placement of rip rap. Original Contract Amount Change in Contract due to this Change Order Total Contract Amount CHANGE IN CONTRACT TIME Due to this change, the Contract Time: ❑ is Increased by ❑ _30_ Working Days ❑ is Decreased by ❑ Calendar Days ❑ *s not changed. ❑ May be revised if the work affected the controlling operation. \\Ha01\Shared Docs\Municipal\AOTSEGO\345\ot345co4.doc $1,921,936.90 $3,324.16 $1,925,261.06 Issued by: 196 Project eer Date Approved by: Otsego City Official Date Accepted by: ontractor's uthorize epresenta Date Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe— David R. Wendorf Kristen H. Carr •Also licensed in Illinois "Also licensed in California September 23, 2004 City Council Members City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 CO URI, MACAR THUR & RUPPE, AL.L.P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAA) courimacarthur@earthlink. net RE: Waterfront East Developer's Agreement Dear Council Members: City staff has recently met with representatives of Landcor and Waterfront East, LLC, including Bob Fields, relative to incentives being requested for the proposed development of the Waterfront East, as well as donation of land for construction of the interchange at County Road 39 and Highway 101. It is Landcor's goal to have a Developer's Agreement approved at the October 11, 2004 City Council meeting. Landcor is requesting various incentives, which are outlined below. 1. Landcor is requesting that the City pay the value of land required for the proposed Highway 101 interchange upfront at the time of transfer and that the amount paid then be assessed against the Waterfront East property. At this time the value of that land has not been calculated. Normally land acquisition can be included as an assessable portion of a project if that land is a part of the project being assessed. In this case, the land is actually being donated for the State project. Normally, if a property owner contractually agrees to an assessment it theoretically does not matter what the assessment is for, however if any payment from the City would come from money received as part of a bond the City may want to inquire of bond counsel as to their opinion on the matter. If I understood Mr. Field's correctly he is contemplating that a Developer's Letter of Credit would cover this amount until paid off. Letter to Otsego City Council September 23, 2004 Page 2 2. Landcor is requesting that park fees for the property be waived as it will be donating an easement to the City over that portion of the property abutting the Mississippi River which has been shown as Outlot A. This portion of the plat remains in the Wild and Scenic District and will only be used for ponding and recreational purposes. 3. Landcor is requesting that the City consider abatement of all or a portion of the City share of taxes up to an established amount, and that the abatement be assignable on a pro -rated basis to certain portions of the Plat as users buy lots. The City authority for tax abatement comes from Minnesota Statute 469.1813 and requires that the City determine a basis for the abatement based upon benefits to the City at least equal to the costs of the proposed agreement. The City must also determine that tax abatement would be in the public interest because it will "increase or preserve tax base" or "provide employment opportunities in the political subdivision." Abatement requires a City Council resolution specifying ing the terms of the abatement. The abatement may reduce all or a portion of the City's share of taxes on the parcel. The abatement requires a noticed public hearing and, unless special conditions are met, cannot last longer than 10 years. The City has done a tax abatement once previously for the Apex Building site. It would not be possible to put any more of a commitment into a Developer's Agreement than that the City would consider an application for tax abatement. Any abatement granted would be included in a separate agreement between the City and the property owner. 4. Landcor has previously requested that the City construct infra -structure, including sanitary sewer and water utilities, storm -water pipes and retention ponds and public streets within the Waterfront East plat, as a City project and then assess the project costs back to the lots within the plat.. The overall project costs would be covered by a Developer's Letter of Credit which would be reduced at the time that parcels were sold and developed and that parcel paid a portion of the assessment. This is the same procedure used on the Waterfront West project except that Mr. Fields is in this case requesting that the assessment be extended over a term of twenty years and that actual assessment not to occur until 2007. In the previous agreement with Waterfront West the project was assessed back to the property with a similar delayed assessment over a seven year period. Mr. Fields has requested that the compensation appearing above be included within the Developer's Agreement for Waterfront East. I have previously submitted a draft Developer's Agreement for the Plat which the Council has not yet approved. I have gone over that Agreement with the Mr. Field's attorney and only minor changes have been requested. In order to be able to draft the Letter to Otsego City Council September 23, 2004 Page 3 Agreement I need to have some input from the Council as to what is and is not acceptable. The basis for providing compensation to the Developer for this project should be related to the value of property being donated for City benefit as a portion of the City share of interchange costs. The City could also agree that certain incentives are appropriate due to the type of commercial development proposed and its overall benefit to the City. Any decision to provide incentive to the Developer must not be based upon delays to the project caused by rejection of the initial Plat by DNR, nor on any alleged loss of development potential for properties within the Plat that still remain within the Wild and Scenic. The Developer was notified up front and repeatedly during the initial platting process that final City approval was subject to DNR approval. I think that the issues raised by the Developer are probably best discussed at a workshop meeting. The meeting would have to be held as soon as possible in order to be placed on the October 11 City Council agenda. I will be available at the City Council meeting on Monday to answer any questions you may have. Very tru 7urs, J. acArth6��drew URI, MACARTHUR & RUPPE, PLLP Cc: Ron Wagner, City Engineer Dan Licht, City Planner ITEM 9-11 Otsego East Wastewater Treatment Facility - Phase 3 Month Week Items September 6 Evaluation of process equipment/capacities at 1.0 MGD, 1.5 MGD and 3.5 MGD. Process documents/design 25% complete (site, demolition, process equipment, electrical and structural loadings. Items identified to be discussed with Wastewater Committee & Operations Staff. September 13 Set up meeting with wastewater committee & plant operations staff to review alternatives and costs. September 20 Structural, Architectural, Electrical & Mechanical 25% complete with design, plans & specifications. September 27 Process 50% complete with design, plans & specifications October 4 October 11 Structural, Architectural, Electrical & Mechanical 50% complete with design, plans & specifications. October 18 October 25 Design/analyses complete. Plans & specifications 75% complete November 1 Meet and review documents with MPCA November 8 Plans & specifications 95% complete - Review with Wastewater Committee, operations staff and internal review. November 15 Make modifications, send Ad to Bid to Papers and Construction Bulletins for Nov. 29 November 22 Documents to printing (M -W) Thanksgiving Week November 29 Out to Bid, Review Copy submitted to MPCA and MN Dept. of Health for Final Review. December 6 December 13 December 20 Bid Wednesday, December 22. (Christmas on Saturday) December 27 January 3 Award January Signing of Contracts February Shop Drawings March Shop Drawings, Construction begins July 1 of 2006 Substantial Completion ,August 1 of 2006 Final Completion