Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
10-25-04 CC
-rIEM 5-11 MEMO TO: CITY COUNCIL I' FROM: BRAD BELAIR SUBJECT: REPLACEMENT OF 1981 FORD PLOW TRUCK DATE: 10/20/04 I have located a 1990 Ford L8000 Dump Truck equipped with front plow & wing sander, diesel engine and auto transmission. The truck was traded by the City of Oakdale to Boyer Ford and has 63000 miles. Don Mass inspected,the truck and feels it's in good condition. The price of the truck is $16,500.00 + tax and license. I would expect to invest another $2000.00 for clean up and servicing. A truck of this age and condition should serve the city for at least 5 years with minimal maintenance costs. I recommend the council approve the purchase of this truck and dispose of the 1981 Ford which has an estimated value of $2000-$5000.00. I will be at the October 25, Council Meeting to discuss the budget and finance options. MEMO TO: CITY COUNCIL FROM: BRAD BELAIR SUBJECT: WINTER DE-ICING SALT & SAND DATE: 10/20/04 In the past, the City of Otsego has purchased salt &:sand from Wright County and hauled the material to the maintenance garage as needed. For this winter 2004-05 we have already committed to purchasing salt from Wright County. In the future I recommend purchasing salt on the State contract and haver it delivered directly to Otsego. Salt & sand mix has also been purchased from Wright County in the past. I recommend we contract for the sand to be hauled directly to the maintenance garage for this year. The mixing will be done by the maintenance Staff and equipment. I have attached cost comparison for you to review. I will be attending the Council Meeting on October 25 to answer any questions. 2003-04 Salt Purchased from Wright Co. Trucking by Otsego estimate Salt Hauled direct @ 37.00 ton + tax Difference 2003-04 Sand 90% Salt 10% purchased from Wright Co. Trucking by Otsego Salt sand purchased direct $9.59 per ton Mixing done by Public Works Difference 2 667.95 ton @ $42.98 $28,708.11 $55.00 hr $4.58 per ton $3,059.21 $47.56 ton $31,267.32 $26,320.57 $4,946.75 426.05 ton @ $23.72 $10,107.12 3.92 ton $1,670.12 $11,777.24 $4,085.82 $7,691.42 i MEMO TO: CITY COUNCIL FROM: BRAD BELAIR SUBJECT: SALT & SAND STORAGE ' I DATE: 10/21/04 I have received quotes for options to provide means to better handle winter salt/sand storage. The best option would be to construct a covered building which would protect the materials from the weather and will eliminate the environmental concerns. I have attached a quote and plans for a pole structure. The low quote at this time is $34,500 and could be constructed in November. �I The second option is for a 30 x 30 poured wall storage bin where salt would be stored and covered with a tarp. The cost of the concrete bin would, be - 8' wall $8880;00 Blanket 135.00 i Concrete Sealing 500:00 Back filled and graded by Maintenance Dept. Total $9515.00 �0 .o �' N N i- - - - - - - - - - - -- - - I � I � I I 1 ,yp 9 TO: CITY COUNCIL FROM: BRAD BELAIR SUBJECT: BLACKTOP AT MAINTENANCE GARAGE DATE: 10/21/04 I have received quotes to bituminous pave an area 'at the Maintenance Garage to stockpile and load winter de-icing salt & sand. The amount; of paving will be determined by whether a salt storage bin or building is constructed. I have estimated 200 ton of bituminous which would provide an area approximately 100' x 100'. I have attached quotes for you to review. The low quote is from Universal Enterprises for $32.00 per ton. The Maintenance Department would provide the grading and class 5. The work could be completed in the next 2 weeks. Estimated Costs: Class 5 Base 150 yards at $6.50 $ 975.00 Bituminous 200 ton at $32.00 6400.00 !; Site prep `by Maintenance Department Total $7375.00 —UCI Zi ZUU4— y:JUAM--UNIVERSAL ENTERPRISES No,1127"P. 1 DATE: TO: COMPANY: UNIVERSAL ENTERPRISES OP MID•MN. INC F A X T R A N S M I T TIA L it d, m TIME: Total Asphalt Services FAX NUMBER PHONE NUMBER FROM:ai�'L_ GLt.�i� FAX NUMBER:(320) 252-9465 MESSAGE: NUMBER OF PAGES INCLUDING COVER PAGE IF YOU HAVE ANY QUESTIONS OR DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL US AT (320)252--8817. THANK YOU! ASPHALT PAVING * SNOWPLOWING * PAVEMENT SWEEPING PAVEMENT MARKING & DESIGN * CRACKSEALING * SEA LCOATING * ASPHALT REPAIRS 10/20/2004 00:07 FAX 763 428 �uBMITTED City Of Otsego TO: Brad Selair CLIENT P, 763-441-8137 PHONE 4581 METRO PAVING —rIIstt1 &r�Pment 14350 NORTHDALE BLVD. 1 ROGERS, MN 55374 PHONE (763) 428-4121 FAX (763) 428-4581 THE FOLLOWING PROPOSAL IS BASED ON: (Approx. 400 Sq. Yds.) Of 3" Paving JOB NAME AND LOCATION FAX ' I ' Subgrade & basing to be completed by others (+ or -. 10�.; ' Furnish & Install 38 2341 Mn. Dot Spec Bituminous Wear Course. 11001 DATE 10)202004 Salt & Sand Slab F: 763441-8823 Price per ton installed (based on 400 Sq. Yds. 66 tions @ $68.00 = $4,488.00 Price per ton installed (based on 800 Sq. Yds. 132 tons @ S61.00 = $6,052-00 Price per ton installed (based on 1,200 Sq. Yds. 198 tons &S,54. 00 = 10,692.00 THIS PROPOSAL AGREEMENT IS VOID 30 DAYS FROM DATE UNLESS WHITE COPY IS SIGNED ANO RETURNED TO BIDDER. KEEP YELLOW COPY FOR YOUR RECORDS. pe FropDoe hereby to famish material and labor - complete in accordance with above specifications, for the sum of: -ALL JOBS ARE DUE UPON COMPLETION, NO BONDS OR PERMITS INCLUDED. ($ See AboVe ) PLEASE TAKE NOTICE: "ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS. UNDER MINNESOTA LAW, YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE THEM FROM US UNTIL ONE HUNDRED TWENTY DAYS (120) AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE." The undersigned guarantor jointly and severally unconditionally guarantees the prompt payment when due of all some owed to Metro Paving, Inc. under the above contract. The undersigned guarantor acknowledges that execution of mss Guarantee Is a material parrot the consideration upon which Metro Paving, Ina relied in entering into this Proposal & Agreement and that this guarantee is executed as an inducement to Metro Paving, Inc, Ce;Aaxtrt of �rPPZCLent The above prices, epecificstions and the terms and conditions on the reverse side of this agreement are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. METRO PAVING INC. /andy ease By; _._.. ' / !e AUTHORIZED SIGNATURE LEGAL COMPANY NAME Date of Acceptance: By: AL1Tt4nAl7Fn .g1MNAn 1RF CLAIMS LIST CITY COUNCIL MEETING October 25, 2004 ,1 TO: Judy Hudson NTL�"L1FE' F,_� 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 10-14-2004; $ 122,585.14 10-21-2004 $ 279,033.98 PAYROLL 10/13/04 $ 20,507.54 GRAND TOTAL. $ 422,126.66 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 10/14/04 9:53 AM Page 1 *Check Summary Register© OCTOBER 2004 Name Check Date Check Amt I, 10100 BANK OF ELK RIVER UnPaid ALLIED BLACKTOP $6,434.52 SEALCOATING i !. UnPaid ENCOMM MIDWEST INC $42,133.92 WWfP/PUMP HOUSE NVELL PUMPS UnPaid ICMA RETIREMENT TRUST $422.31 PPE 10/9 CK DTD 10/13 UnPaid NORTHDALE CONSTRUCTION C $58,701.39 KURTTI WATERMAIN UnPaid PUBLIC EMPLOYEES RETIREME $1,724.63 PPE 10/9 CK DTD 10/13 UnPaid TRAUT WELLS $13,168.37 WELL 6 Total Checks $122,585.14 FILTER: None CITY OF OTSEGO 10/14/04 9:54 AM Page 1 *Check Detail Register© OCTOBER 2004 ;I Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ALLIED BLACKTOP E 10143100432 Sealcoating $6 434.52 PAY F 2 SEALCOATING Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 428 WEST WATER PROJ 601 WATER FUND 10100 BANK OF ELK RIVER $8,227.21 $354.25 $100,835.31 $13,168.37 $122,585.14 Total ALLIED BLACKTOP $6,434.52 Unpaid ENCOMM MIDWEST INC E 428-49400-500 Capital Outlay (GENERAL) $42,133.92 PAY 11 WWTP/PUMP HOUSE/WELL PUMPS Total ENCOMM MIDWEST INC $42,133.92 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $230.00 PPE 10/9 CK DTD 10/13 E 101-41400-121 PERA $192.31 PPE 10/9 CK DTD 10/13 Total ICMA RETIREMENT TRUST $422.31 Unpaid NORTHDALE CONSTRUCTION CO INC E 428-49400-500 Capital Outlay (GENERAL) $58,701.39 PAY 1 KURTTI WATERMAIN Total NORTHDALE CONSTRUCTION CO INC $58,701.39 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 250-42410-121, PERA $354.25 PPE 10/9 CK DTD 10/13 G 101-21704 PERA $827.43 PPE 10/9 CK DTD 10/13 E 101-41400-121 PERA $256.70 PPE 10/9 CK DTD 10/1.3 E 101-43100-121 PERA $215.91 PPE 10/9 CK DTD 10/1.3 E 101-41600-121 PERA $70.34 PPE 10/9 CK DTD 10/13 Total PUBLIC EMPLOYEES RETIREMENT FD $1,724.63 Unpaid TRAUT WELLS ` E 60149400-500 Capital Outlay (GENERAL) $13,168.37 PAY 5 FINAL WELL 6 Total TRAUT WELLS $13,168.37 1.0100 BANK OF ELK RIVER $122,585.14 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 428 WEST WATER PROJ 601 WATER FUND 10100 BANK OF ELK RIVER $8,227.21 $354.25 $100,835.31 $13,168.37 $122,585.14 CITY OF OTSEGO j 10/21/04 9:37 AM Page 1 *Check Summary Register© OCTOBER 2004 Name Check Date Check Amt'. 10100 BANK OF ELK RIVER UnPaid AFFORDABLE SANITATION $600.00 .MONTHLY RENTAL UnPaid ARROW TERMINAL LLC $246.79 MISC SUPPLIES UnPaid BOISE CASCADE OFFICE PROD $467.27 PW - SUPPLIES UnPaid BRAUN INTERTEC $1,775.00 ;TRK WATERMAIN KURTTI UnPaid CARLSON TRACTOR & EQUIP. C $324.46 ,MOWER TRACTORS UnPaid CASSADY ROSE $311.56 HOLLOWEEN/CANDY UnPaid CITY OF BUFFALO $300.00 CITY ADMIN WRIGHT CO DUES UnPaid ECM PUBLISHERS INC $816.64 ELECTIONS UnPaid FORTIS BENEFITS INSURANCE $162.00 ADMIN UnPaid G & K TEXTILE LEASING SYSTE $402.52 'UNIFORMS UnPaid GOPHER STATE ONE -CALL INC $1,077.80 !.LOCATE CALLS UnPaid HAN'S BAKERY $46.00 ELECTIONS UnPaid HAROLD LEONARD $637.16 MILEAGE 1559.9 UnPaid IIMC $66.00': KAREE-MEMBERSHIP UnPaid JERRY OLSON $1,890.00 ; 9/21 -10/13 54 HRS UnPaid JOHN & JULIE KERKVLIET $790.00 �':SWALE LANDSCAPING UnPaid KENNETH SHIERTS $620.10 ;9/27 -10/1 39 HRS UnPaid LONG & SONS $655.51 'CLEANING OF TILE/CARPET UnPaid MARTIN BENEFIT ADMINISTRAT $50.00 iMONTHLY FEE UnPaid MENARDS $46.81 :iMISC SUPPLIES UnPaid MICHAEL JOHN ROBERTSON $189.84 REIMBURSEMENT HOTEUDULUTH UnPaid MINNESOTA LIFE $152.20 ;ADMIN - NOV UnPaid MINNESOTA STATE TREASURE $5,878.92, BLDG SURCHARGE UnPaid MONTICELLO ANIMAL CONTROL $70.00 ',ANIMAL PICK UP UnPaid NAGELL APPRAISAL & CONSUL $1,500.00',ASLESON PROPERTY UnPaid NORTH ANOKA PLUMBING INC $124.87 :REFUND PLUMBING PERMIT UnPaid NORTHLAND SECURITIES $562.64 ISSUANCE OF IMPROVEMENT BOND UnPaid NOVA COMMUNICATIONS $115.00 PHONE WORK UnPaid PEOPLE SERVICE INC. $20,801.50 ,MONTHLY FEE UnPaid REED BUSINESS INFORMATION $82.13 "SEWER CLEANING UnPaid RICE LAKE CONSTR GROUP $11,108.35 RETAINAGE UnPaid RICE LAKE CONSTRUCTION GR $211,058.65, WEST WWrF UnPaid ROSE VAUGHN $800.22; SECURITY REFUND UnPaid SCHLUENDER CONSTRUCTION $11,498.50' SLUDGE HAULING Unpaid SOFTRONICS $3,554.90!, COMPUTER SERVICE UnPaid TROPHIES PLUS $60.64, LETTERS UnPaid VINYL GRAPHICS $190.001 NUMBERS/DECALS Total Checks $279,033.98: FILTER: None I I CITY OF OTSEGO *Check Detail Register© OCTOBER 2004 10100 BANK OF ELK E 101-45250-410 Rentals (GENERAL) Total AFFORDABLE SANITA ADOnW TFQMIN, E 101-43100-203 Supplies - General Total ARROW TERMINAL Check Amt TION $600.00 587 MONTHLY RENTAL $600.00 LLC $246.79 27074 $246.79 I� MISC SUPPLIES f 10/21/04 9:38 AM Page 1 Unpaid BOISE CASCADE OFFICE PRODUCT5 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-4141.0-205 Election Supplies E 101-41400-350 $16.34 26015 " ELECTION SUPPLIES E 101-41400-201 Office Supplies I $24.89 26015 j ADMIN - SUPPLIES E 101-43100-203 Supplies - General 177360 $93.66 26015 177507 PW -SUPPLIES E 101-41410-205 Election Supplies $7.30 778904 ELECTION SUPPLIES E 101-41400-201 Office Supplies I $325.08 778904 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $467.27 Unpaid BRAUN INTERTECI ?. E 430-43256-302 Engineering Fees $241.75 236585 LIFT STATION E 428-49400-302 Engineering Fees I $1,255.00 236586 TRK WATERMAIN KURTTI E 42849400-302 Engineering Fees $278.25 236626 WEST WATER TOWER Total BRAUN INTERT�EC $1,775.00 Unpaid CARLSON TRACTOR & EQUIP. CO. �L E101-43100-220 Repair/Maint Supply (GENERAL) $312.93 03591 MOWER TRACTORS E101-43100-220 Repair/Maint Supply (GENERAL) $11.53 05951 MOWER TRACTORS Total CARLSON TRACTOR & EQUIP. CO. $324.46 i Unpaid CASSADY ROSE E101-45250-203 Supplies -General I $37.31 COPIES E 101-45250-203 Supplies -General $61.26 HOLLOWEEN/CANDY E 1D1-45250-203 Supplies -General $212.99 SANTA SUITE Total CASSADY ROSE $311.56 Unpaid CITY OF BUFFALO E 101-41100-355 Dues & Memberships I $300.00 CITY ADMIN WRIGHT CO DUES Total CITY OF BUFFALO $300.00 I E 101-41410-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-45300-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-41410-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-41400-350 Print/Binding (GENERAL) E 101-45250-350 Print/Binding (GENERAL) $300.30 Total ECM PUBLISHERS $59.40 176948 ELECTIONS $62.70 176949 PUBLIC HEARING $72.60 176950 ` PUBLIC HEARING $46.20 176951 HERITAGE AD $72.60 177357 PUBLIC HEARING $36.30 177358 ; ELECTIONS TESTING $300.30 177359 LEGAL ORDINANCE $69.30 177360 AD $97.24 177507 PUMPKIN AD $816.64 UNIFORMS Unpaid FORTIS BENEFITS INSURANCE CO E 250-42410-130 Employer Paid Ins (GENERAL) $54.00 y BLDG E101-41600-130 Employer Paid Ins (GENERAL) $13.50 I FINANCE E 101-43100-130 Employer Paid Ins (GENERAL) $40.50 PW E101-41400-130 Employer Paid Ins (GENERAL) $54.00 ; ADMIN Total FORTIS BENEFITS INSURANCE CO $162.00 Unpaid G & K TEXTILE LEASING SYSTEM ti E 101-43100-225 Uniforms j I $50.07 43575940 '; UNIFORMS CITY OF OTSEGO 10/21/04 9:38 AM Page 2 *Check Detail Register© OCTOBER 2004 Check Amt Invoice Comment E 1.01-41400-390 Contracted Services $72.49 43580814 ! MATS E 101-43100-225 Uniforms $48.07 43580815 UNIFORMS E 101-43100-225 Uniforms $83.36 43585664 UNIFORMS E 10141400-390 Contracted Services $72.49 43590535 MATS E 101-43100-225 Uniforms $76.04 43590536 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $402.52 Unpaid GOPHER STATE ONE -CALL INC E 25042410-310 Miscellaneous $1,077.80 4090646 ' LOCATE CALLS Total GOPHER STATE ONE -CALL INC $1,077.80 Unpaid HAN'S BAKERY C E 101-41410-205 Election Supplies $46.00 1432 ELECTIONS Total HAM'S BAKERY $46.00 Unpaid HAROLD LEONARD E 25042410-321 Mileage/Travel $577.16 MILEAGE 1559.9 E 250-42410-320 Telephone $60.00 CELL PHONE Total HAROLD LEONARD $637.16 Unpaid IIMC i E101-41400-355 Dues & Memberships $66.00 18939 KAREE-MEMBERSHIP Total IIMC $66.00 Jnpaid JERRY OLSON E 250-42410-390 Contracted Services $1,890.00 . 9/21 -10/13 54 HRS Total JERRY OLSON $1,890.00 Unpaid JOHN & JULIE KERKVLIET E 406-43100-530 Improvements Other Than Bldgs $790.00 SWALE LANDSCAPING Total JOHN & JULIE KERKVLIET $790.00 Unpaid KENNETH SHIERTS E 101-43100-390 Contracted Services $620.10 9/27.-10/1 39 HRS Total KENNETH SHIERTS $620.10 Unpaid LONG & SONS E 101-41940-389 Cleaning Services $655.51 04-25 CLEANING OF TILE/CARPET Total LONG & SONS $655.51 Unpaid MARTIN BENEFIT ADMINISTRATORS ` l� E 10141400-390 Contracted Services $50.00 3813 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $50.00 Unpaid MENARDS E 101-43100-203 Supplies - General $46.81 5859 MISC SUPPLIES Total MENARDS $46.81 Unpaid MICHAEL JOHN ROBERTSON E 101-41400-360 Education/Training/Conferences $189.84 REIMBURSEMENT HOTEL/DULUTH Total MICHAEL JOHN ROBERTSON $189.84 Unpaid MINNESOTA LIFE A E 250-42410-130 Employer Paid Ins (GENERAL) $24.40 y BLDG - NOV E 101-41600-130 Employer Paid Ins (GENERAL) $4.10 FINANCE - NOV E 10141400-130 Employer Paid Ins (GENERAL) $22.10 ADMIN - NOV E 10143100-130 Employer Paid Ins (GENERAL) $101.60 PW - NOV Total MINNESOTA LIFE $152.20 Unpaid MINNESOTA STATE TREASURER ' CITY OF OTSEGO 10/21/04 9:38 AM Page 3 *Check Detail Register© OCTOBER 2004 Check Amt Invoice Comment G 250-21801 BUILDING PERMIT SURCHARGE $5,878.92 3RD QTR a BLDG SURCHARGE Total MINNESOTA STATE TREASURER $5,878.92 Unpaid MONTICELLO ANIMAL CONTROL E 10142710-390 Contracted Services $70.00 487 ANIMAL PICK UP Total MONTICELLO ANIMAL CONTROL $70.00 ! Unpaid NAGELL APPRAISAL & CONSULTING E10141700-301 Legal Services $1,500.00 12084 ASLESON PROPERTY Total NAGELL APPRAISAL & CONSULTING $1,500.00 Unpaid NORTH ANOKA PLUMBING INC R 250-32261 Plumbing Permit $122.38 ! REFUND PLUMBING PERMIT G 250-21801 BUILDING PERMIT SURCHARGE $2.49 REFUND PLUMBING PERMIT Total NORTH ANOKA PLUMBING INC $124.87 i' Unpaid NORTHLAND SECURITIES i1, E 42643100-350 Print/Binding (GENERAL) $562.64 572 ISSUANCE OF IMPROVEMENT BOND Total NORTHLAND SECURITIES $562.64 Unpaid NOVA COMMUNICATIONS E 25042410-570 Office Equip and Furnishings $115.00 4715 PHONE WORK Total NOVA COMMUNICATIONS $115.00 Unpaid PEOPLE SERVICE INC. E 60149400-390 Contracted Services $202.50 8531 LABOR E 60149400-390 Contracted Services $5,411.36 8531 MONTHLY FEE E 60249450-390 Contracted Services $15,187.64 8531 MONTHLY FEE Total PEOPLE SERVICE INC. $20,801.50 Unpaid REED BUSINESS INFORMATION E 60249450-350 Print/Binding (GENERAL) $82.13 2721530 SEWER CLEANING Total REED BUSINESS INFORMATION $82.13 Unpaid RICE LAKE CONSTR GROUP , E 43043256-500 Capital Outlay (GENERAL) $11,108.35 PAY 11 RETAINAGE Total RICE LAKE CONSTR GROUP $11,108.35 Unpaid RICE LAKE CONSTRUCTION GROUP 4 E 43043256-500 Capital Outlay (GENERAL) $211,058.65 PAY 11 WEST WWfF Total RICE LAKE CONSTRUCTION GROUP $211,058.65 Unpaid ROSE VAUGHN E101-41970-401 Repair & Maint. -Peavey House $150.22 PAINT SUPPLIES R 101-38000 PEAVEY HOUSE RENTAL $650.00 SECURITY REFUND Total ROSE VAUGHN $800.22 Unpaid SCHLUENDER CONSTRUCTION E 602-49450-419 SLUDGE HAULING $6,699.00 10780 SLUDGE HAULING E 60249450419 SLUDGE HAULING $4,799.50 10919 SLUDGE HAULING Total, SCHLUENDER CONSTRUCTION $11,498.50 Unpaid SOFTRONICS 1 E 101-41400-390 Contracted Services $518.08 2101 COMPUTER SERVICE E 250-42410-390 Contracted Services $3,036.82 21.01 COMPUTER SERVICE Total SOFTRONICS $3,554.90 Unpaid TROPHIES PLUS E 101-41400-310 Miscellaneous $60.64 LETTERS CITY OF OTSEGO 10/21/049:38 AM Page 4 *Check Detail Register© OCTOBER 2004 Check Amt Invoice Comment Total TROPHIES PLUS $60.64 I Unpaid VINYL GRAPHICS E 101-431.00-203 Supplies - General $175.00 2454 NUMBERS/DECALS E 101-41400-203 Supplies - General $15.00 2454 NUMBERS/DECALS Total VINYL GRAPHICS $190.00 10100 BANK OF ELK RIVER $279,033.98 Fund Summary 101 GENERAL FUND 250 BUILDING PERMIT FEES 406 Lefebvre Watershed 426 Quaday & 78th PROJECT 428 WEST WATER PROJ 430 West Trtmnt Plant -Phase 1 601 WATER FUND 602 SEWER FUND 10100 BANK OF ELK RIVER $8,518.24 $12,838.97 $790.00 $562.64 $1,533.25 $222,408.75 $5,613.86 $26,768.27 $279,033.98 M�1�'Mi F_2 2335 West Highway 36 ® St. Paul, MN 55113 JJBonestroo Rosene Office: 651-636-4600 •Fax: 651-636-1311 Anderlik & www.bonestroo.com f?.. Associates f Engineers & Architects October 7, 2004 City of Otsego Judy Hudson 8899 Nashua Ave NE Otsego, MN 55330 Re: West Wastewater Treatment Facility City of Otsego BRA Project No. 503-02-107 Dear Ms. Hudson: Enclosed are four (4) copies of Pay Request No. 11 for the West Wastewater Treatment Facility project. This pay request is for work completed through September 25, 2004. i The total amount of this pay request is $222,167.00. 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 $211,058.65 and another check to the escrow account in the amount of $11,108.35. If you have any questions regarding this pay request, please call me at (651) 604-4891. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. i Stephen Alm, P.E. Jam- . Enclosures ® St. Paul, St. Cloud, Rochester, Willmar, MN i Milwaukee, WI • -Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned I Bonestroo 0 Rosene Anderlik & Associates Engineers & Architects __5�� s:, :; '-�1' '96_ a.:`i+ L{' s"'.ir � � moi• = _ �^n'r �+ro:: i, ?}� ff �v��;�:n�• ci i%: � � Yom,? '+Li. 'ii�J� ii 2`�• �.. -� ' r��c�•�A' �t X� •:Iq�� � ^. ' �.�''".c:-ysa4.- �*A N,` � r., ti^y.: .. - r r.• .1�aFii Owner: City of Otsego, 8899 Nashua Ave. NE, Otsego, MN 55330 Date: October 7, 2004 For Period: 9/8/2004 to 10/7/2004 Request No: 11 Contractor: 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 $ 6,384,000.00 2 Change Order - Addition $ 142,860.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 6,526,860.00 5 Value Completed to Date $ 5,908,387.00 6 Material on Hand $ 0.00 7 Amount Earned $ 5,908,387.00 8 Less Retainage 5% $ 295,419.35 9 Subtotal $ 5,612,967.65 10 Less Amount Paid Previously $ 5,401,909.00 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 11 $ 211,058.65 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Approved by Contractor: Approved by Owner: RICE LAKE CONSTRUCTION GROUP CIN OF OTSEGO See attached ;for signature Specified Contract Completion Date: bate: October 29, 2004 50302107RE011xls 1 , I REQUEST FOR PAYMENT 'ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 DATE: September 24, 2004 REQUEST FOR PAYMENT NO.: 11 FOR PERIOD: 9/03/04 thru 9/25/04 CONTRACTOR: RICE LAKE.CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 i SUMMARY: ORIGINAL CONTRACT AMOUNT 6,384,000.00 CHANGE ORDER -Addition 139,167.00 CHANGE ORDER - Deduction 0.00 REVISED CONTRACT AMOUNT 6,523,167.00 ALUE COMPLETED TO DATE ;' it 5,908,387.00 PREVIOUS PAYMENTS 5,686,220.00 AMOUNT DUE THIS REQUEST FOR PAYMENT 222,167.00 ESCROW ACCOUNT: PREVIOUS AMOUNT, IN ESCROW 284,311.00 TRANSFER TO ESCROW ACCOUNT 11,108.00 TOTAL AMOUNT IN ESCROW ACOUNT 295,419.00 Submitted: Rice Lake Construction Group Recommended: Bonestroo, Rosene, Anderlik & Assoc. Stephan L. Alm, P.E. Date Approved: City of Otsego Date REQUEST FOR PAYMENT DATE: September 24, 2004 REQUEST FOR PAYMENT NO.: 11 WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 -CONTRACT AMOUNT - ITEM # DESCRIPTION QTY U/M UNIT TOTAL 1010 MOBILIZATION 1 LS 244,800.00 244,800.00 1020 PERFORMANCE BOND 1 LS 72,270.00 72,270.00 1030 PROJECT INSURANCE 1 LS 9,230.00 9,230.00 1080 DEMOBILIZATION 1 LS 5,800.00 5,800.00 2200 EARTHWORK A Lump Sum 1 LS 487,000.00 487,000.00 B Remove Unsuitable Materials 1,000 CY 6.00 6,000.00 c Install Granular Materials 1,000 CY 14.00 14,000.00 2320 SITE PIPE A Pipe Materials 1 LS 198,870.00 198,870.00 B Precast Manholes 1 LS 24,360.00 24,360.00 c Castings 1 LS 1,330.00 1,330.00 o Installation 1 LS 242,350.00 242,350.00 2630 STORM DRAINAGE A Pipe Materials 1 LS 8,060.00 8,060.00 B Installation 1 LS 5,600.00 5,600.00 2635 DRAIN TILE A Pipe Materials 1 LS 14,630.00 14,630.00 B Installation 1 LS 16,600.00 16,600.00 2820 RETAINING WALLS 1 LS 8,000.00 8,000.00 2830 FENCE & GATES 1 LS 25,990.00 25,990.00 2920 SEEDING & SODDING 1 LS 28,750.00 28,750.00 2930 LANDSCAPING 1 LS 20,480.00 20,480.00 3200 REINFORCING STEEL A Materials 325 TON 504.00 163,800.00 B Installation 325 TON 430.00 139,750.00 3300 CONCRETE WORK A Pretreatment Building 469 CY 484.00 226,996.00 B Anaerobic Basin 200 CY 484.00 96,800.00 c Oxidation Ditch 516 CY 484.00 249,744.00 o Clarifier No. 1 230 CY 484.00 111,320.00 E Clarifier No. 2 230 CY 484.00 111,320.00 F Final Clarifier Splitter Box 11 CY 484.00 5,324.00 c Sludge Thickening Building 522 CY 484.00 252,648.00 H Aerobic Digesters 152 CY 484.00 73,568.00 i Sludge Storage;Tank 610 CY 484.00 295,240.00 .i U. V. Building 186 CY 484.00 90,024.00 K Control Building 112 CY 484.00 54,208.00 L Misc. Concrete 42 CY 484.00 20,328.00 3400 PRECAST CONCRETE 1 LS 36,800.00 36,800.00 4200 MASONRY A Materials 1 LS 31,860.00 31,860.00 B Installation 1 LS 51,030.00 51,030.00 5500 MISC. METALS A Materials 1 LS 123,000.00 123,000.00 B Installation 1 LS 33,550.00 33,550.00 6100 ROUGH CARPENTRY A Pretreatment Building 1 LS 18,670.00 18,670.00 B Sludge Thickening Building 1 LS 20,870.00 20,870.00 c U. V. Building 1 LS 12,510.00 12,510.00 o Control Building 1 LS 17,220.00 17,220.00 6110 PLYWOOD ROOF MATERIALS A Pretreatment Building 1 LS 5,790.00 5,790.00 B Sludge Thickening Building 1 LS 12,310.00 12,310.00 c U. V. Building 1 LS 5,430.00 5,430.00 D Control Building 1 LS 12,670.00 12,670.00 RICE LAKE CONSTRUCTION GROUP P.O. BOX 517, 22360 COUNTY ROAD 12 DEERWOOD, MN 56444 �I --ESTIMATE AMOUNT - QUANTITY QUANTITY QUANTITY PREV. THIS EST. TO DATE t' I.UV 1.00 1.00 0.00 0.97 0.00 0.00 1.00 1.00 1.00 1.00 u + 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 325.00 i 325.00 469.00 200.00 516.00 230.00 + 230.00 11.00 522.00 152.00 610.00 186.00 112.00 38.00 1.00 1.00 1.00 a 0.95 0.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ,+ 1.00 4.00 0.10 1.00 1.00 1.00 0.00 0.97 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 325.00 325.00 469.00 200.00 516.00 230.00 230.00 11.00 522.00 152.00 610.00 186.00 112.00 42.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AMOUNT TO DATE 244,800.00 72,270.00 9,230.00 472, 390.00 198, 870.00 24,360.00 1,330.00 242, 350.00 8,060.00 5,600.00 14,630.00 16,600.00 8,000.00 163,800.00 139,750.00 226, 996.00 96, 800.00 249,744.00 111,320.00 111,320.00 5,324.00 252,648.00 73, 568.00 295, 240.00 90,024.00 54,208.00 20,328.00 36,800.00 31,860.00 51,030.00 116,850.00 31, 872.00 18,670.00 20,870.00 12,510.00 17,220.00 5,790.00 12,310.00 5,430.00 12,670.00 6190 WOOD TRUSSES 1 I• A Pretreatment Building 1 LS 6,930.00 6,930.00 1.00 1.00 6,930.00 B Sludge Thickening Building 1 LS 14,720.00 14,720.00 1.00 1.00 14,720.00 c U. V. Building 1 LS 6,490.00 6,490.00 1.00 1.00 6,490.00 D Control Building 1 LS 15,160.00 15,160.00 1.00 1.00 15,160.00 6630 FRP COVERS A Materials 1 LS 69,400.00 69,400.00 1.00 1.00 69,400.00 B Installation 1 LS 14,240.00 14,240.00 1.00 1.00 14,240.00 7110 WATERPROOFING 1 LS 6,750.00 6,750.00 1.00 1.00 6,750.00 7200 RIGID INSULATION A Pretreatment Building 1 LS 1,170.00 1,170.00 1.00 1.00 1,170.00 e Sludge Thickening Building 1 LS 1,560.00 1,560.00 ! 1.00 1.00 1,560.00 c U. V. Building 1 LS 1,170.00 1,170.00 „ 1.00 1.00 1,170.00 o Control Building 1 LS 1,710.00 1,710.00 1.00 1.00 1,710.00 7212 BATT INSULATION A Pretreatment Building 1 LS 1,920.00 1,920.00 0.00 0.00 - B Sludge Thickening Building 1 LS 3,590.00 3,590.00 0.00 0.00 c U. V. Building 1 LS 1,940.00 1,940.00 0.00 0.00 o Control Building 1 LS 3,460.00 3,460.00 0.00 0.00 - 7310 SHINGLES A Pretreatment Building 1 LS 3,420.00 3,420.00 1.00 1.00 3,420.00 B Sludge Thickening Building 1 LS 7,280.00 7,280.00 1.00 1.00 7,280.00 c U. V. Building 1 LS 3,210.00 3,210.00 1.00 1.00 3,210.00 D Control Building 1 LS 7,490.00 7,490.00 1.00 1.00 7,490.00 7460 METAL SIDING A Pretreatment Building 1 LS 37,850.00 37,850.00 0.64 0.21 0.85 32,172.00 B Sludge Thickening Building 1 LS 22,200.00 22,200.00 1.00 1.00 22,200.00 c U. V. Building 1 LS 24,610.00 24,610.00 1.00 1.00 24,610.00 D Control Building 1 LS 22,640.00 22,640.00 1.00 1.00 22,640.00 7920 CAULKING 1 LS 7,950.00 7,950.00 0.40 0.45 0.85 6,757.00 8110 H.M.& FRP DOORS A Materials 14 EA 2,370.00 33,180.00 14.00 14.00 33,180.00 B Installation 14 EA 225.00 3,150.00 0.00 10.00 10.00 2,250.00 8330 OVERHEAD DOORS 2 EA 3,900.00 7,800.00 0.00 0.00 - 8500 ALUMINUM ENTRANCES 1 LS 23,660.00 23,660.00 0.00 0.80 0.80 18,928.00 9510 ACOUSTICAL CEILING 1 LS 6,140.00 6,140.00 0.00 0.00 - 9800 PAINTING 1 LS 96,400.00 96,400.00 0.59 0.16 0.75 72,300.00 10165 TOILET COMPARTMENTS A Materials 1 LS 470.00 470.00 1.00 1.00 470.00 e Installation 1 LS 280.00 280.00 0.00 0.00 - 10200 LOUVERS A Materials 19 EA 100.00 1,900.00 19.00 19.00 1,900.00 B Installation 19 EA 120.00 2,280.00 8.00 11.00 19.00 2,280.00 10400 PLASTIC SIGNS A Materials 1 LS 2,380.00 2,380.00 1.00 1.00 2,380.00 B Installation 1 LS 470.00 470.00 0.00 0.00 10500 LOCKERS A Materials 1 LS 2,800.00 2,800.00 0.17 0.17 476.00 B Installation 1 LS 350.00 350.00 0.00 0.00 - 10520 FIRE EXTINGUISHERS A Materials 11 EA 70.00 770.00 11.00 11.00 770.00 B Installation 11 EA 20.00 220.00 0.00 0.00 - 10650 DECORATIVE FENCE 1 LS 11,800.00 11,800.00 0.00 0.00 - 10800 TOILET ACCESSORIES A Materials 1 LS 660.00 660.00 1.00 1.00 660.00 B Installation 1 LS 180.00 180.00 0.00 0.00 - 11117 VORTEX GRIT PUMP 1 EA 8,230.00 8,230.00 1.00 1.00 8,230.00 11205 SCREW CONVEYOR & ROTARY DRUM A Materials 1 LS 46,200.00 46,200.00 1.00 1.00 46,200.00 B Conveyor - Installation 1 LS 2,550.00 2,550.00 0.40 0.60 1.00 2,550.00 c Rotary Drum - Installation 1 LS 1,700.00 1,700.00 0.35 0.65 1.00 1,700.00 11240 CHEMICAL FEED EQUIPMENT 1 LS 29,600.00 29,600.00 0.40 0.20 0.60 17,760.00 11262 U. V. EQUIPMENT A Materials 1 LS 76,680.00 76,680.00 1.00 1.00 76,680.00 B Installation 1 LS 1,200.00 1,200.00 1.00 1.00 1,200.00 11304 CLARIFIERS & GRIT EQUIPMENT A Materials 1 LS 83,630.00 83,630.00 1.00 1.00 83,630.00 B Clarifiers - Installation 2 EA 6,430.00 12,860.00 2.00 2.00 12,860.00 c GritEquipment- Installation 1 LS 1,990.00 1,990.00 0.00 1.00 1.00 1,990.00 11306 SUB. SEWAGE PUMPS 3 EA 19,160.00 57,480.00 3.00 3.00 57,480.00 11312 PROGRESSIVE CAVITY PUMP 1 EA 35,000.00 35,000.00 1.00 1.00 35,000.00 11328 VORTEX GRIT CHAMBER 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 2 EA 2 EA 1 LS 3 EA 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 17,660.00 1,200.00 7,920.00 300.00 107, 530.00 5,090.00 10,240.00 10,700.00 46, 860.00 2,120.00 67,940.00 9,330.00 450.00 40, 000.00 39,000.00 640.00 31,500.00 5,000.00 3,660.00 30,000.00 35,000.00 4,500.00 145,000.00 126,490.00 10,000.00 1,000.00 48, 000.00 20,810.00 15,000.00 20,000.00 10,000.00 12,000.00 15,000.00 16, 000.00 9,000.00 12,000.00 1,500.00 18,500.00 15,000.00 5,000.00 500.00 5,000.00 2,500.00 3,500.00 4,500.00 6,500.00 1,500.00 14,700.00 159,500.00 17,660.00 1,200.00 7,920.00 300.00 107,530.00 5,090.00 30,720.00 10,700.00 93,720.00 4,240.00 67, 940.00 27, 990.00 1,350.00 40,000.00 39,000.00 640.00 31,500.00 5,000.00 10,980.00 30,000.00 35,000.00 4,500.00 145,000.00 126,490.00 10,000.00 1,000.00 48,000.00 20,810.00 15,000.00 20,000.00 10,000.00 12,000.00 15,000.00 16,000.00 9,000.00 12,000.00 1,500.00 18,500.00 15,000.00 5,000.00 500.00 5,000.00 2,500.00 3,500.00 4,500.00 6,500.00 1,500.00 14,700.00 159,500.00 1.00 0.00 1.00 0.00 1.00 0.65 3.00 1.00 2.00 2.00 1.00 3.00 3.00 0.00 1.00 0.00 0.00 0.00 3.00 1.00 1.00 1.00 0.88 0.69 0.96 0.82 1.00 0.18 1.00 1.00 1.00 1.00 1.00 0.64 1.00 0.60 0.00 1.00 1.00 1.00 0.00 0.75 0.10 0.00 0.00 0.93 0.88 0.00 0.66 1.00 1.00 0.35 0.10 0.12 0.04 0.14 0.21 0.40 0.20 0.16 0.29 0.07 0.10 0.10 0.12 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 3.00 3.00 0.00 1.00 0.00 0.00 0.00 3.00 1.00 1.00 1.00 0.98 0.81 1.00 0.96 1.00 0.18 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.20 1.00 1.00 1.00 0.00 0.91 0.39 0.00 0.00 1.00 0.98 0.10 0.78 17,660.00 1,200.00 7,920.00 300.00 107,530.00 5,090.00 30,720.00 10,700.00 93,720.00 4,240.00 67,940.00 27, 990.00 1,350.00 39,000.00 10,980.00 30, 000.00 35,000.00 4,500.00 142,100.00 102,456.00 10,000.00 960.00 48,000.00 3,745.00 15,000.00 20,000.00 10,000.00 12,000.00 15, 000.00 13,600.00 9,000.00 12,000.00 300.00 18, 500.00 15,000.00 5,000.00 4,550.00 975.00 6,500.00 1,470.00 1,470.00 124,410.00 A Materials B Installation 11348 SAMPLERS A Materials s Installation 11361 GBT & POLYMER EQUIPMENT A Materials B Installation 11377 P. D. BLOWERS 11378 COARSE BUBBLE DIFFUSERS 11381 CARROUSELAERATORS A Materials e Installation 11383 VORTEX MIXING SYSTEM 11386 SUB. TANK MIXERS A Materials B Installation 11600 LABORATORY EQUIPMENT 11691 ODOR CONTROL SYSTEM 12505 BLINDS 12600 LABORATORY FURNITURE 12620 FURNITURE 13301 MAG METERS 15000 MECHANICAL A Mobilization B Sluice Gates Materials Labor c DIP Materials Labor D Hangers Materials Labor E Valves - Materials F Insulation G Underground Pipe Materials Labor H Vent Pipe Materials Labor i Domestic Water Pipe Materials Labor i Excavation & Backfill K Fixtures Materials Labor L CO/FD/RD Materials Labor M Water Heater Materials Labor N Chemical Piping Materials Labor o Gas Pipe Materials Labor P Pump & Accessories Installation Materials Labor Q Controls R HVAC 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 2 EA 2 EA 1 LS 3 EA 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 3 EA 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 17,660.00 1,200.00 7,920.00 300.00 107, 530.00 5,090.00 10,240.00 10,700.00 46, 860.00 2,120.00 67,940.00 9,330.00 450.00 40, 000.00 39,000.00 640.00 31,500.00 5,000.00 3,660.00 30,000.00 35,000.00 4,500.00 145,000.00 126,490.00 10,000.00 1,000.00 48, 000.00 20,810.00 15,000.00 20,000.00 10,000.00 12,000.00 15,000.00 16, 000.00 9,000.00 12,000.00 1,500.00 18,500.00 15,000.00 5,000.00 500.00 5,000.00 2,500.00 3,500.00 4,500.00 6,500.00 1,500.00 14,700.00 159,500.00 17,660.00 1,200.00 7,920.00 300.00 107,530.00 5,090.00 30,720.00 10,700.00 93,720.00 4,240.00 67, 940.00 27, 990.00 1,350.00 40,000.00 39,000.00 640.00 31,500.00 5,000.00 10,980.00 30,000.00 35,000.00 4,500.00 145,000.00 126,490.00 10,000.00 1,000.00 48,000.00 20,810.00 15,000.00 20,000.00 10,000.00 12,000.00 15,000.00 16,000.00 9,000.00 12,000.00 1,500.00 18,500.00 15,000.00 5,000.00 500.00 5,000.00 2,500.00 3,500.00 4,500.00 6,500.00 1,500.00 14,700.00 159,500.00 1.00 0.00 1.00 0.00 1.00 0.65 3.00 1.00 2.00 2.00 1.00 3.00 3.00 0.00 1.00 0.00 0.00 0.00 3.00 1.00 1.00 1.00 0.88 0.69 0.96 0.82 1.00 0.18 1.00 1.00 1.00 1.00 1.00 0.64 1.00 0.60 0.00 1.00 1.00 1.00 0.00 0.75 0.10 0.00 0.00 0.93 0.88 0.00 0.66 1.00 1.00 0.35 0.10 0.12 0.04 0.14 0.21 0.40 0.20 0.16 0.29 0.07 0.10 0.10 0.12 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 3.00 3.00 0.00 1.00 0.00 0.00 0.00 3.00 1.00 1.00 1.00 0.98 0.81 1.00 0.96 1.00 0.18 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.20 1.00 1.00 1.00 0.00 0.91 0.39 0.00 0.00 1.00 0.98 0.10 0.78 17,660.00 1,200.00 7,920.00 300.00 107,530.00 5,090.00 30,720.00 10,700.00 93,720.00 4,240.00 67,940.00 27, 990.00 1,350.00 39,000.00 10,980.00 30, 000.00 35,000.00 4,500.00 142,100.00 102,456.00 10,000.00 960.00 48,000.00 3,745.00 15,000.00 20,000.00 10,000.00 12,000.00 15, 000.00 13,600.00 9,000.00 12,000.00 300.00 18, 500.00 15,000.00 5,000.00 4,550.00 975.00 6,500.00 1,470.00 1,470.00 124,410.00 16000 ELECTRICAL Mobilization System Integrator Generator Lighting Fixtures Fire Alarm Security Material 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 10, 000.00 i 10, 000.00 1.00 215,000.00 215,000.00 0.46 79,000.00 79,000.00 0.00 19, 000.00 19, 000.00 1.00 1,900.00 1,900.00 0.80 2,000.00 2,000.00 0.60 51,000.00 51,000.00 0.64 188,850.00 188,850.00 0.48 SUBTOTAL: 10,000.00 0.64 6,384,000.00 0.00 CHANGE ITEMS 1.00 19,000.00 0.80 1,520.00 Change Order No. 1 1,200.00 0.80 40,800.00 0.72 A PR 01 1 LS I 99,790.00 99,790.00 1.00 B PR 02 1 LS 25,948.00 25,948.00 0.95 Change Order No. 2 A PR 02 1 LS I 13,429.00 13,429.00 0.96 Change Order No. 3 A PR 05 1 LS 3,693.00 3,693.00 1.00 AL: TOTAL: 142,860.00 6,526,860.00 i 0.18 1.00 10,000.00 0.64 137,600.00 0.00 - 1.00 19,000.00 0.80 1,520.00 0.60 1,200.00 0.80 40,800.00 0.72 135,972.00 5.767.363.00 1.00 99,790.00 0.95 24,650.00 0.96 12,891.00 1.00 3,693.00 141, 024.00 5,908,387.00 Ii PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO BRA FILE NO. 503-02-107 CONTRACTOR RICE LAKE CONSTRUCTION GROUP CHANGE ORDERS rincrrintinn Amount V. 1 5/17/2004 This Change Order provides for additional work on this project. $125,738.00 12,401.50 248,030.00 See Change Order. k 12/12/2003 2 5/17/2004 This Change Order provides for additional work on this project. $13,429.00 3 01/13/2004 See Change Order. 277,917.75 3 8/6/2004 This Change Order provides for changes'to the Generator $3,693.00 02/28/04 482,852.70 concrete base slab. See Change Order., 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 Total Change Orders $142,860.00 PAYMENT SUMMARY Rafninanp Comoleted nv. 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 i 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 t 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 11 09/08/2004 10/07/04 211,058.65 295,419.35 5,908,387.00 Material on Hand Total Payment to Date $5,612,967.65 Original Contract $6,384,000.00 Retainage Pay No. 11 295,419.35 Chan a Orders $142,860.00 Total Amount Earned $5,908,387.00 Revised Contract $6,526,860.00 See attached for signature 50302107REQ11.xls dfa transmittal mon Farber Associates Date October 15, 2004 Attention Judy Hudson Company City of Otsego 8899 Nashua Ave NE Otsego, MN 55330 Copy To DFA Number Transmitting Description Landscape Architecture Site Planning And Urban Design Mike Robertson, City of Otsego Howard Jacobson, American Liberty Construction File 04-123 Lilypond Park 04-123 I -rIEM. 1 5_3 OCT 1 8 2004 jD u Prints Attached ' For your A roval Specifications Se arate Cover For your Use x Electronic Media Messen erAs Re uested Fax US Mail Review and Comment E-mail File Other I am enclosing the third Application and Certificate for Payment for the work at Lilypond. This letter serves as approval for Application and Certificate for Payment Number Three dated October 7, 2004 in the amount of One Hundred Sixty-five Thousand Three Hundred Fifty-four dollars and Eighty-four cents ($165,354.84). This application covers work performed up to September 30, 2004 including indicated percentages of General Conditions, Earthwork, Site Clearing, Asphalt Pavement, Fencing, Site Furnishings, Pavillion, Play Equipment, Wood Fiber Playsurface, Landscaping and Concrete Parking Curbs (See page 2 of 2 on the Application and Certificate for Payment for completed percentages of each category.) I am satisfied that the work American Liberty Construction has performed to this point is reflected in the document. I have reviewed, approved and signed the Application and Certificate for Payment. Please let me know if you have any questions. Thank you. Sincerely,, DAMON FARBER ASSOCIATES L Ellen C. Stewart, ASLA 923 Nicollet Mall, Minneapolis, Minnesota 55402 Phone 612-332-7522 Fax 612-332-0936 estewart@damonfarber.com APPLICATION AND CERTIFICATE FOR PAYMENT Page One of 2). Net change by Change Order ........ ...... TO OWNER: PROJECT: APPLICATION #: THREE Distribution to: Mike Robertson - City Administrator Lilypoh6l?ark PERIOD TO: 9/3.0/2004 El OWNER City -of Otsego, 8899 Nashua Ave. NE, Otsego, MN,Otsego; MN PROJECT #S: p ARCHITECT FROM CONTRACTOR: VIA ARCHITECT: QFA # 04-123 ❑ CONTRACTOR American Liberty Construction, Inc. Damon Fafber Associates Total in Column I of Cont. Sheet) .......... El P.O. Box 547, Rockford, MN 55373 923 Nicollet Mall. CONTRACT DATE: ❑ CONTRACT FOR General Construction Mlnh'd80d1is, NIN 55402 June 1,.2004 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is attached. 1). ORIGINAL CONTRACT SUM ............... $345,400.00 2). Net change by Change Order ........ ...... $25,131.32 3). CONTRACT SUM TO DATE (Line 1 +1- 2) ...... $370,531.32 4). TOTAL COMPLETED AND STORED TO DATE.... $264,289.51 (Column G on Cont. Sheet) $25,131.32 5). RETAINAGE: a). 5 % of Completed Work $13,214.48 (Columns D + E on Cont. Sheet) b)...5 % of Stored Material $0.00 (Column F on Cont. Sheet) Total Retainage (Line 5a + 5b or $13,214.48 Total in Column I of Cont. Sheet) .......... 6.). TOTAL EARNED LESS..RETAINAGE....._......._._. - _ $251,0.75.0.4. (Line 4 less Line 5 Total) 7). LESS PREVIOUS CERTIFICATES FOR PAYMENT.. .,$85,720,:20, . (Line 6 from previous Certificate) 8). CURRENT PAYMENT DUE ................. $165,354.84 9). BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $119,456.28 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $30,751.32 $5,620.00 Total approved this Month $0.00 $0..00 TOTALS $30,751.32 $5,620.00 NET CHANGES by Change Ord $25,131.32 The undersigned Contractor certifies that to the best of the Contractor's Knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the. Contractor for Work for which previous Certificates for Payment were issued and payments received fro a Owner, an that f urrent payment shown is herein now due. CONTRACTO r By: Howard' O., Jacobson:,-: Pres. \ I Date: 10/7/2004 State of: Minnesota County of: Wright Subscribed and sworn to before me this 7th day of October, 2004 Notary Public: My Commission expires: 01/31/2005 =ARCHITECT%S-CERTIFIG ATION -FOR PAYMENT-- - - _ In accordance with the Contract Documents, based on on-site observations and the data comprising this application. The Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED ............................................. $ VJ .b4 (Attach explanation if amount certified differs from the amount applied for. Indal all figures on this Application and on the Continuation Sheet that are changed to conform to the amount c . ' red. ARC C By: Dater . �7' This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the NOTE: Invoices unpaid after 30 days incur interest from invoice date at 18% APR. Contractor named herein. Issuance, payment and acceptance of payment are without Prepared by American Liberty Construction, Inc. prejudice to any rights of the Owner or Contractor under this Contract. P.M.: cobson Proj. #: v406 Appl. Date: 10/07/04 Lilypo. Park Otsego, MN Appl. i _REE Period From: 08/31/04 To: 09/30/04 Archt's Proj. #: 04-123 A B C D E F G H I or in ace at e aance torevious Cat. No. Description Scheduled Value Applications This Period This Period and Stored % Finish Retainage 01000 General Conditions $17,615.00 $9,790.00 $4,825.00 $0.00 $14,615:00 " -"83% � z-- $3;000.00 - '' $730.75' 00600 Bond/Insurance $5181-.00 $5;:181.00 $0.00 $0.00 $5,181.00 100% $0.00 $259.05 02200(s) Earthwork $34;700:00 $31;,750.00 $2,000.00 $0.00- $33,750.00 97% $950.00 $1,687.50 02230(s) Site Clearing $8,000::00 $7;000:00 $1;000:00 $0.0.0 $8,000.00 100% $0.00 $400.00 02511(s) Asphalt Pavement $46,170:00: $0.00 $12,000.00 $0.00 $12,000.00 26% $34,170.00 $600.00 02830(s) Fencing $5,155.00 $000 $5,155.00' $0.00 $5,155.00 100% $0.00 $257.75 02870(s) Site Furnishings $3'l J15.00' $0:00 $24,000.00 $0.00 $24,000.00 77% $7,115.00 $1,200.00 02872(s) Pavilion $19,200.00 $0:00 $1.6,000.00 $0.00 $16,000.00 83% $3,200.00 $800.00 02881(s) Play Equipment $75,265:.00 $0.00 $75,265.00 $0.0.0 $75,265.00 100% $0.00 $3,763.25 -02882(s) Wood Fiber Playsurface $4,600:00 $0.00 $.4,000:00 $0.00 $4,000.00 87% $600.00 $200.00 02900(s) Landscaping $2.4,449:00 $0:0.0 $;1`,000:00 $0:00 $1,000.00 4% $23,449.00 $50.00 02930(s) Sodding $1.;290:00 $0.00 $0.00 $0:00 $0.00 0% $1,290.00 $0.00 02932(s) Seeding $3,.420:00 $0;00 $0.00 $0.0.0' $0.00 0% $3,420.00 $0.00 03100(s) Concrete Parking Curbs $49,662.00 $0:00 $19;662.00 $0.00 $19,662.00 100% $0.00 $983.10 03101(s) Conc. Pavement Play Curbs $311890;00 $31,890:00: $0:00 $Q:00 $31,890.00 100% $0.00 $1,594.50 .$0.00' $0.00 . „ $0:00 $0.00 #DIV/0! $0.00 $0.00 SUBTOTAL $327,712.007$85,611.00 $164,907.00 $0.00 $250,518.00 76% $77,194.00 $12,525.90 17000 Fee (G) $,171698,00, $4,620.79 $8,900.73 $0.00 $13,521.51 76% $4,166.49 $676.08 Original Contract Amount $345,400.00 $90,231.79 $173,807.73 $0.00 $264,039.51 76% $81,360.49 $13,201.98 . _ _. .. _ . _ . __ -__-_.....� _.�.�..__ ,,,, _ _•-_._...-.___fir, 4 __-._ � _ - ".;r _ . - ,r . '. �.... :. /i r/ Change Orders: One Deduct. picnic tables ($5,620.00) $0.00 $0:00 $0.00 $0.00 0% ($5,620.00) $0.00 Two Add tennis court $30,751..32 $0:00 $250.00 $0.00 $250.00 1% $30,501.32 $12.50 Three $0.00 $0;00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Current Contract Amount $370,531.32 $90,231.79 $174,057.73 $0.00 $264,289.51 71% $106,241.81 $13,214.48 Request for Change Orders (Unapproved) One $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Two $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Three $0.00 $0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Estimated Contract Amount $370,531.32 $90,231.79 $174,057.73 $0.00 $264,289.51 71% $106,241.81 $13,214.48 0406/progress/values03.xls AMERICAN LIBERTY CONSTRUCTION, INC. 2 of 2 Schedule of Values / Pay Application Pay Estimate No. 2 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE October.19, 2004 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: MACIVER AVENUE AND 70TH STREET NE Contractor: Buffalo Bituminous Contract Amount: $2,558,910.34 Award Date: July 14, 2004 Completion Dates: November 24, 2004 (Phase 1 and 2); August 1, 2005 (Phase 3); July 1„ 2006 (Final) Dear Council Members: The following work has been completed on the above -referenced project: a;A ITEM 6_4 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 Mobilization 1 LS $5,000:00 $5,000.00 1 $2,500.00 2 Field Office Type D 1 EACH $1.00 $1.00 1 $1.00 3 Clearing and Grubbing 1 LS $1.00 $1.00 $0.00 4 Remove Concrete Culvert 15"-18" 176 LF $6100 $1,056.00 147 $882.00 5 Remove Metal Culvert (12"-18") 463 LF $4.00 $1,852.00 273.5 $1,094.00 6 Remove Drain Tile 100 LF $4:00 $400.00 $0.00 7 Remove Wire Post Fence 730 LF $1.25 $912.50 2,021 $2,526.25 8 Remove Concrete Driveway Pavement 100 SF $1.00 $100.00 $0.00 9 Remove Bituminous Pavement 1,400 SY $2150 $3,500.00 $0.00 10 Remove Septic System 1 EACH $500:00 $500.00 $0.00 11 Remove Sign 14 EACH $20:00 $280.00 $0.00 12 Sawing Concrete Pavement (Full Depth) 18 LF $6.00 $108.00 $0.00 13 Sawing Bit Pavement (Full Depth) 965 LF $2.75 $2,653.75 $0.00 14 Salvage 60" Concrete Pipe Storm Sewer 60 LF $8.50 $510.00 $0.00 15 Remove Retaining Wall 312 SF $4'.50 $1,404.00 312 $1,404.00 16 Salvage Sign 7 EACH $20:00 $140.00 $0.00 17 Common Excavation P 74,510 CY $3:19 $237,686.90 54,000 $172,260.00 18 Muck Excavation (EV) 38,550 CY $3.22 $124,131.00 37,263 $119,986.86 19 Common Borrow (LV) 1,000 CY $7.00 $7,000.00 562 $3,934.00 20 Salvage Aggregate To Stockpile (SV) 11,000 CY $1'.00 $11,000.00 1,300 $1,300.00 21 Salvage Aggregate From Stockpile (SV) 11,000 CY $1,.501 $16,500.00 1,030 $1,545.00 22 Salvage Topsoil To Stockpile (LV) 18,950 CY 1.001 $18,950.00 9,000 $9,000.00 23 Salvage Topsoil From Stockpile (LV) 18,950 CY $T.50 $28,425.00 $0.00 24 Topsoil Borrow (LV) 1,000 CY $100 $3,000.00 $0.00 25 Gravel Driveway Restoration w/Salvaged CL 5 (6") 800 SY $2125 $1,800.00 $0.00 26 Class 3/4 Modified Aggregate Base 96,500 TON $4:.90 $472,850.00 16,645 $81,560.50 27 Class 5 Aggregate Base 100% Crushed) 26,750 TON $11.20 $299,600.00 $0.00 28 Mill Bituminous Surface (2") 210 SY $3:.00 $630.00 $0.00 29 Bituminous Driveway Pavement (2.5" Thick) 110 SY $5'75 $632.50 $0.00 30 Type LV 4 Wearing Course Mixture (B) 1,750 TON $38.50 $67,375.00 $0.00 31 Type MV 4 Wearing Course Mixture (B) 7,100 TON $32:00 $227,200.00 $0.00 32 Type MV 3 Non -Wearing Course Mixture (B) 8,900 TON $30;00 $267,000.00 $0.00 33 Bituminous Material For Tack Coat 3,260 GAL $1.00 $3,260.00 $0.00 34 Permeable Aggregate Base (P.A.B.) Drain 28 EACH $390'.00 $10,920.00 $0.00 35 Drain Tile 600 LF $8.50 $5,100.00 $0.00 36 2" Polystyrene Insulation 50 SY $20.00 $1,000.00 7.1 $142:00 37 Adjust Frame &',Ring Casting 4 EACH $400.00 $1,600.00 $0.00 38 Concrete Curb & Gutter Design 8618 123,8001 LF 1 $7.31 $173,978.00 $0.00 (L,onunuea on rvexr rage) Page 1 of 4 Pay Estimate No. 2 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE Bid Schedule "A" - Streets (Continued) Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 39 6" Concrete Driveway Pavement 70 SY $34.02 $2,381.40 2 $0.00 40 6" Concrete Valley Gutter 556 SY $39.04 $21,706.24 1 $0.00 41 6" Concrete Driveway Apron 95 SY $33.77 $3,208.15 1 $0.00 42 Traffic Control 1 LS $4,900.00 $4,900.00 0.5 $2,450.00 43 Sign Panels, Type C 380 SF $27.50 $10,450.00 $0.00 44 Pavement Message (LEFT ARROW) Epoxy 3 EACH 1 $125.00 $375.00 $0.00 45 Pavement Message (RIGHT ARROW) Epoxy 6 EACH $125.00 $750.00 2461 $0.00 46 Pavement Message (STRAIGHT ARROW) Epoxy 3 EACH $125.00 $375.00 952 $0.00 47 Pavement Message (ONLY) Epoxy 13 EACH $175.00 $2,275.00 472 $0.00 48 Pavement Message (LEFT-THRU ARROW) Epoxy 1 EACH $175.00 $175.00 785 $0.00 49 4" Double Solid Line Yellow - Paint 12,125 LF $0.20 $2,425.00 $0.00 50 4" Double Solid Line Yellow - Epoxy 12,125 LF $0.34 $4,122.50 $0.00 51 4" Solid Line White - Epoxy 23,800 LF $0.17 $4,046.00 $0.00 52 12" Solid Line White - Epoxy 700 LF $4.50 $3,150.00 4 $0.00 53 24" Solid Line White - Epoxy 168 LF $7.00 $1,176.00 10 $0.00 54 Silt Fence, Type Machine Sliced 8,152 LF $1.45 $11,820.40 4,526 $6,562.70 55 Seeding - Type Lawn Restoration 14 ACRE 1 $85.00 $1,190.00 $0.00 56 Seeding Mixture - 60B 2,070 LBS $2:25 $4,657.50 1 $0.00 57 Erosion Control Blankets Category 1 4,500 SY $1.15 $5,175.00 $0.00 58 Commercial Fertilizer, 10-10-10 6,875 LBS $0!201 $1,375.00 1 $0.00 59 Mulch Material Type 1 31 TON $155:001 $4,805.001 $0.00 Total Bid Schedule "A" Rid Rnhpdi dp "B" - Stnrrn Sewer $2,088,594.84 $407,148.31 Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 15" RC Pipe Apron 6 EACH $285.00 $1,710.00 2 $570.00 2 18" RC Pipe Apron 5 EACH $310:00 $1,550.00 1 $310.00 3 27" RC Pipe Apron w/Trash Guam 2 EACH $820:00 $1,640.00 1 $820.00 4 42" RC Pipe Apron 1 EACH $835:00 $835.00 $0.00 5 88" Span RC Pipe -Arch Culv 105 LF $230:00 $24,150.00 $0.00 6 88" Span RC Pipe -Arch Apron 2 EACH $1,960100 $3,920.00 $0.00 7 15" RC Pipe Sewer Design 3006 CL V (all depths) 3,970 LF $21:50 $85,355.00 2461 $52,911.50 8 18" RC Pipe Sewer Design 3006 CL III (all depths) 1,525 LF $28100 $42,700.00 952 $26,656.00 9 21" RC Pipe Sewer Design 3006 CL III (all depths) 805 LF $31:00 $24,955.00 472 $14,632.00 10 24" RC Pipe Sewer Design 3006 CL III (all depths) 1,340 LF $32:50 $43,550.00 785 $25,512.50 11 27" RC Pipe Sewer Design 3006 CL III (all depths) 380 LF $39,.00 $14,820.00 $0.00 12 36" RC Pipe Sewer Design 3006 CL III (all depths) 1,735 LF $55100 $95,425.00 $0.00 13 42" RC Pipe Sewer Design 3006 CL III (all depths) 335 LF $72150 $24,287.50 $0.00 14 Connect to Existing Storm Sewer 7 EACH $300100 $2,100.00 4 $1,200.00 15 Construct Drainage Structure 2'x 3' 23 EACH $987:00 $22,701.00 10 $9,870.00 16 Construct Drainage Structure Design 48" 4020 30 EACH $1,2901.00 $38,700.00 17 $21,930.00 17 Construct Drainage Structure Design 54" 4020 1 EACH $1,577.00 $1,577.00 $0.00 18 Construct Drainage Structure Design 60" 4020 7 EACH $2,260.00 $15,820.00 1 $2,260.00 19 Construct Drainage Structure Design 66" 4020 2 EACH $3,172.00 $6,344.00 $0.00 20 Construct Drainage Structure Design 72" 4020 1 EACH $2,777.00 $2,777.00 1 $2,777.00 21 Construct Drainage Structure Design 84" 4020 1 EACH $3,442.00 $3,442.00 $0.00 22 Construct Drainage Structure Design 120" 4020 1 EACH $5,595.00 $5,595.00 1 $5,595.00 23 Construct Skimmer Structure 2 EACH $1,581:00 $3,162.00 $0.00 24 Random Riprap Class III 80 CY $40'.00 $3,200.00 19 $760.00 Total Bid Schedule "B- Page 2 of 4 $470,315.50 $165,804.00 Pay Estimate No. 2 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE Item No. Description Estimated Quantity Contract Unit Price Contract Amount Used to Date Extension 1 8" PVC Santary Sewer SDR 35,12-16 Deer 120 LF $36:74 $4,408.80 120 $4,408.80 2 Construct Sanitary Sewer Manhole, 0-12' Deel 1 EACH $3,180.00 $3,180.06 1 $3,180.00 3 Manhole Overdepth 3.1 VF $146.00 $452.60 3.1 $452.60 4 8" PVC Plug 2 EACH 1 $76.00 $152.00 2 $152.00 5 8" DIP Waterma.in, CL 52 124 LF $42.00 $5,208.00 123 $5,166.00 6 DIP Fittings 275 LBS $4.60 $1,265.00 124 $570.40 7 8 Hydrant w/ Gate Valve Remove Concrete Culvert 12"-18") 1 84 EACH LF $3,305.00 $6.00 $3,305.00 $504.00 1 $3,305.00 $0.00 9 10 11 15" RC Pipe Apron 15" RC Pipe Sewer Design 3006 CL V 12"-18" Additional Traffic Control 4 84 1 EACH LF LS $285.00 $21.50 $3,038.00 $1,140.00 $1,806.00 $3,038.00 $0.00 $0.00 $0.00 12 13 2" Polystyrene Remove Wire Post Fence 7.1 393 SY LF $20.00 $1:25 $142.00 $491.25 393 $0.00 $491.25 14 15 Sawing Bituminous Pavement Full Depth) Common Excavation (P) 1750 600 LF CY $2.75 $3:19 $4,812.50 $1,914.00 $0.00 $0.00 16 Common Borrow (LV) 2500 CY $7.00 $17,500.00 2500 $17,500.00 17 18 Salvage Topsoil to Stockpile (L Salvage Topsoil from Stockpile (LV) 1968 1968 CY CY $1.00 $1.50 $1,968.00 $2,952.00 1968 $1,968.00 $0.00 19 Class 5 Aggregate Base (100% Crushed) 2630 TON $11:20 $29,456.00 $0.00 20 21 22 Type MV4 Wearing Course Mixture (B) Type MV3 Non -Wearing Course Mixture (B) Bituminous Material for Tack Coat 540 540 170 TON TON GAL $32.00 $30:00 $1:00 $17,280.00 $16,200.00 $170.00 $0.00 $0.00 $0.00 23 24 Sign Panels, Type C Pavement Message (LEFT ARROW) Epoxy 16.25 4 SF EACH $27:50 $125100 $446.88 $500.00 $0.00 $0.00 25 Pavement Message (ONLY) Epoxy 4 EACH $175:00 $700.00 $0.00 26 4" Double Solid Line Yellow - Epoxy 3600 LF $Oi34 $1,224.00 $0.00 27 4" Solid Line White - Epoxy 2625 LF $0A17 $446.25 $0.00 28 24" Solid Line Yellow Crosshatching - Paint 700 LF $31118 $2,226.00 $0.00 29 Seeding - Type Lawn Restoration 1.22 ACRE $85! 00 $103.70 $0.00 30 Seeding Mixture - 60B 185 LBS $2.25 $416.25 $0.00 31 Commercial Fertilizer, 10-10-10 610 LBS $0:20 $122.00 $0.00 32 Mulch Material, Type 1 2.5 TON $155'.00 $387.50 $0.00 Total Change Order No. 1 $123,917.73 $37,194.05 SUMMARY OF WORK COMPLETED TO DATE Bid Schedule "A" - Streets - Maciver Avenue and 70th Street NE $2,088,594.84 $407,148.31 Bid Schedule "B" - Storm Sewer - Maciver Avenue and 70th Street NE $470,315.50 $165,804.00 Change Order No. 1 $123,917.73 $37,194.05 TOTAL ALL BID SCHEDULES $2,682,828.07 $610,146.36 TOTAL WORK COMPLETED TO -DATE $610,146.36 LESS 5% RETAINAGE $30,507.32 LESS PAY ESTIMATE NO. 1 $216,853.16 WE RECOMMEND PAYMENT OF: $362,785.88 Page 3 of 4 Pay Estimate No. 2 City of Otsego Improvement Project 04-03 Maciver Avenue and 70th Street NE APPROVALS: CONTRACTOR: Buffalo Bituminous, Inc. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer. We recommend payment for work and quantitiesas shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNS CITY OF OTSEGO Signed: Title: Date: Page 4 of 4 Pay Estimate No. 10 -FINAL --ITEM: City of Otsego Improvement Project No. 03-05 T M _ 5 _ Municipal Wells #4 and #5 October 25, 2004 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: Municipal Wells No. 4 and 5 Pay Estimate No. 10 -FINAL Contractor: Traut Wells Contract Amount Including Change Orders: $ 424,145.80 Award Date: May 30, 2003 Completion Date: Dear Honorable Mayor and Council Members The following work has been completed on the above referenced project: Bid Schedule "A" - uommunav vumic Water OUPPIY vveu Q1111V11J Item No. Description Est. Qty I Unit , Unit Price Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,800.00 $10,800.00 100% $10,800.00 2 Drill/Drive 24" Casing 200 LF -;i $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 300 LF ! I $75.00 $22,500.00 294 $22,050.00 4 Fill/Bail Open Hole 10 CY $40.00 $400.00 10 $400.00 s Set 18" Casing 410 LF $50.00 $20,500.00 410 $20,500.00 6 Install Grout C.O. #1 +9.0CY 31 CY ; $300.00 $9,300.00 31.5 $9,450.00 7 Blast and Bale 200 LBS:' $15.00 $3,000.00 50 $750.00 8 F.I.R. Development Equipment 1 LS $3,200.00 $3,200.00 100% $3,200.00 9 Develop Well/Sandstone Removal 200 HR - $180.00 $36,000.00 309 $55,620.00 10 F.I.R. Test Pump E quipment 1 LS $3,400.00 $3,400.00 100% $3,400.00 11 Test Pump Well 60 HR :? $110.00 $6,600.00 127 $13,970.00 12 Disinfect Well 1 LS $250.00 $250.00 1 $250.00 13 Gamma Loq Well 1 LS l $1,100.00 $1,100.00 100% $1,100.00 14 Video Record Well 1 LS . $900.00 $900.00 1 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS ,+ $1,150.00 $1,150.00 2 $2,300.00 16 I Site Restoration 1 LS $2,000.00 $2,000.00 1 $2,000.00 17 Plumbness and Alignment 1 LS :' $300.00 $300.00 100% $300.00 18 Abandon Test Boring 1 LS $650.00 $650.00 1 $650.00 19 Drill/Drive 30" Casing C.O.#1 135 LF $225.00 $30,375.00 135. $30,375.00 20 Pull 30" Caing Back C.O. #1 24 LF $90.00 $2,160.00 24 $2,160.00 21 Credit for 30" Casing Removed C.O. # 1 24 LF $87.40) $2;091.60) 24 ($2.097.60) 22 Install Tem ora 20 HP Pum C.O. #1 1 LS,` $1,500.00 $1,500.00 1 $1,500.00 23 Pump and Control'Panel Rental C.O. #1 Started 2/5/04 90 DAYS $50.00 $4,500.00 121. $6,050.00 24 Remove Temporary 20 HP Pum C.O. #1 1 LS.. $1,5oo.00 $1,500.00 1 $1,500.00 25 Pump Out Temporary Holding Basin C.O. #2 1 LS' $2,300.00 $2,300.00 1 $2,300.00 26 Install 8" Discharge pipe in Dention Basin C.O. #2 1 LS $600.00 $600.00 1 $600.00 ical Water Anal sis C.O. #2 1 LS ► $850.00 $850.00 1 $850.00 r27Radiolo Additional Bacteriolo Test for Tem ora Pum C.O. #2 1 LS$aa.00$4a.00$aa.00 - Bid Schedule "A" $190,781.40 $217,921.40 Pay Estimate No. 10 10/19/04 / Pay Estimate No. 10 -FINAL ITEM: 7._ City of Otsego Improvement Project No. 03-05 i Municipal Wells #4 and #5 nu ai,ncuuwc o vvnnnw u. -, uw. .. �..., ..... ... ... .,,, ,....,,... ............._ Item No. Description Est. Qty Unit Unit Cost Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,500.00 $10,500.00 100% $10,500.00 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 127 LF $75.00 $9,525.00 130 $9,750.00 4 Fill/Bail Open Hole 6.5 CY $60.00 1 $390.00 6 $360.00 5 Set 18" Casing 275 LF $50.00 $13,750.00 272 $13,600.00 6 Install Grout 14 CY $300.00 $4,200.00 15 $4;500.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 180 $2,700.00 8 F.I.R. Development Equipment 1 LS $3,000.00 $3,000.00 100% $3,000.00 9 Develop Well/Sandstone Removal 200 HR $180.00 $36,000.00 125.5 $22,590.00 10 F.I.R. Test Pump Equipment 1 LS $3.400.00 $3,400.00 1 $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 32 $3,520.00 12 Disinfect Well 1 LS $250.00 $250.00 1 $250.00 13 Gamma Log Well 1 LS i $1,100.00 $1,100.00 1 $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 1 $900.00 15 Water Analysis - Re ort/Permit/Submittals 1 LS $1,150.00 $1,150.00 1 $1,150.00 16 'Site Restoration 1 LS ._ ,'' $2,000.00 $2,000.00 .1 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 1 $300.00 18 Radiological Water Analysis C.O. #2 1 LS ' $850.00 $850.00 19 2nd Mobilization & Demobilization C.O. #3 1 LS $2,500.00 $2,500.00 1 $2,500.00 20 Drill 17" Open Hole C.O.#3 85 LF k $75.00 $6,375.00 165 $12,375.00 21 Set 14" Casin C.O.#4 417 LF $48.26 $20,124.42 412 $19,883.12 22 . Install Grout C.O.#3 50 CY $325.00 $16,250.00 76.75 $24,943.75 23 Drill 11" Open Hole C.O.#3 88 LF $50.00 $4,400.00 24 25 Plumbness and Alignment C.O13 Blast and Bale C.O.#3 1 175 LS LBS I $400.00 $15.00 $400.00 $2,625.00 1 80 $400.00 $1,200.00 26 F.I.R. Development E ui ment C.O.#3 1 LS $3,800.00 $3,800.00 1 $3,800.00 27 Develop Well/Sandstone Removal C.O.#3 225 HR $185.00 $41,625.00 235.5 $43,567.50 28 F.LR. Test Pump E UI Ment C.O.#3 1 LS $3,400.00 $3,400.00 1 $3,400.00 29 Test Pump Well C.O;#3 30 HR $125.00 $3,750.00 86 $10,750.00 30 Water Analysis - Re ort/Permit/Submittals C.O.#3 1 LS :' $2,000.00 $2,000.00 1 $2,000.00 31 Gamma Log Well C.O.#3 1 LS. ' $1,200.00 $1,200.00 1 $1,200.00 32 Video Record Well C.O.#3 1 LS , $1,000.00 $1,000.00 Total - Bid Schedule "B" $233,364.42 $232,639.37 2 Pay EstimateNo. 10 10/19/04 / Pay Estimate No. 10 -FINAL ITEM: 7._ City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 TOTAL BID SCHEDULE "A": $190,781.40 $217,921.40 TOTAL BID SCHEDULE "B" $233,364.42 $232,639.37 TOTAL BID $424,145.82 $450,560.77 Total Work Completed To -Date $450,560.77 Less 0% Retainage Less Pay Estimate No. 1 $76,997.50 Less Pay Estimate No. 2 $17,556.00 Less Pay Estimate No. 3 $37,962.00 Less Pay Estimate No. 4 $65,778.00 Less Pay Estimate No. 5 $39,729.00 Less Pay Estimate No. 6 $49,562.83 Less Pay Estimate No. 7 $8,759.00 Less Pay Estimate No. 8 $61,696.56 Less Pay Estimate No. 9 $35,145.84 Total Previous Payments To Date $393,186.73 We Recommend Partial Payment of: $57,374.04 APPROVALS: CONTRACTOR: TRAUT WELLS Certificatio Contractoq,rtifytha6aNtems and.a ounts are correct:for the work completed to date. Signed: Title: V Date: [ ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERWN ASSOCIATES, INC or Signed: In Title:1•�!� K�►&ei� Date: JWNER: CITY OF OTSEGO Signed: Title: Date: 3 10/19/04 Pay Estimate NO. 10 1 PAY ESTIMATE NO. 7 1TEM:7._ City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road October 11, 2004 Hor-able Mayor & City Council C ')tsego 8L 4ashua Avenue N.E. Otsego, MN 55330 RE: Trunk Walermain, Sanitary Sewer and Access Road, COP 03-06 Pay Estimate No. 7 Contractor: LaTour Construction Contract Amount: $693,407.65 Contract Amount After Change Orders: $737,575.75 Award Date: May 27, 2003 Completion Date: January 31, 2004 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - Streets Estimated 4 Item Spec. Description Number of Units Unit i Unit Price Contract Amount Used To -Date Extension No. Ref. 1 LS $11,270.00 $11,270.00 1 $11,270.00 1 1A 2021 Mobilization C.O.#2 Additional Mobilization for 12" Raw Water Line 1 LS $.6,244.58: $6,244.58 1 $6,244.58 113- C.O.#2 Additional Mobilization for Access Road Completion 1 LS $500.00 $500.00 1 $500.00 2 2563 Traffic Control 1 LS $3,570.00 $3,570.00 1 $3,570.00 3 2104 Remove Bituminous Pavement 300 SY $2.00 $600.00 401.66$803.32 66" RCP FES 4 2104 SawingBit Pavement Full Depth) 400 LF $`3.60 $1,440.00 4 463 $1,666.80 5 2104 Salvage & Reinstall Sion or Mailbox 20 EACH $76.50 $1,530.00 4 $306.00 6 21.05 Topsoil Stripping ( P 4,000 CY $1.00 $4,000.00 40001 $4,000.00 7 2105 Replace Topsoil 2,560 CY $1.00 $2,500.00 2300 $2,300.00 r 2211 Class 5 Aggregate Base 6" 550 TON $114.60 $8,030.00 1028.19 $15,011.57 169 $2,070.25 1,500 CY $¶4.40 $21,600.00 1307.93 $18,834.19 IL 2105 Granular Borrow 1,200 SY $1.11 $1,332.00 1200 $1,332.00 9A 10 C.O.#2 Geotextile Fabric 2350 2" Type LV 2 WearingCourse Mix.- DrivewayPavem 300 SY $16.80 $5,040.00 733 $1 314.40 11 2104 Remove 12" CMP (includingFES 70 LF $5.10 $357.00 ZO $ $357.00 12 2350 Bituminous Material For Tack Coat 15 GAL $5.10 $76.50 30 $153.00 13 2573 Bale Check 200 EACH $8.00 $1,600.00 66 $528.00 14 2573 Silt Fence, Ty e Machine Sliced 300 LF $2.00 $600.00 820 $1,640.00 15 2575 Seeding - Tyee Lawn Restoration 4 ACRE $1,020.00 $4,080.00 5.3 $5,406.00 15-A C.O.#3 Wood Fiber Blanket for Special Seeding 4,200 SY $1.50 $6,300.00 4200 $6,300.00 16 2101 Clearingand Grubbin 5.5 ACRE $510.00 $2,805.00 Total - Bid Schedule "A" $83,475.08 $92,536.87 Bid Schedule "B" - Storm Drainage 4 Estimated Number of ; t Total Estimated Used Item No. Spec. Ref. Description Units Unit Unit Cost Cost To -Date Extension 17 2621 66" RCP Class III 64 LF $256.70 $16,428.80 64 $16,428.80 18 2621 18" RCP Class III 48 LF $23.20 $1,113.60 19 2621 66" RCP FES 2 EACH 1 $1,501.00 $3,002.00 2 $3,002.00 20 2621 18" RCP FES 2 EACH $422.50 $845.00 70 LF $1'5.20 $1,064.00 64 $972.80 21 2621 15" CMP 2 EACH $127.00 $254.00 2 $254.00 22 2621 15" CMP FES 160 LF $12.25 $1,960.00 169 $2,070.25 23 2621 Salva a and Reinstall 18" CMP 24 2621 Salvage and Reinstall 18" CMP FES 8 EACH $7,6.50 $612.00 8 $612.00 25 2621 Salvage and Reinstall 15" CMP Pie 110 LF $,1`2.20 $1,342.00 2291 $2,793.80 26 2621 Salvage and Reinstall 15" CMP FES 4 EACH $80.00 $320.00 10 $800.00 ^-2621 Salva a and Reinstall 48" RCP 30 LF $34.00 $1,020.00 30 $1,020.00 2621 Salvage and Reinstall 48" RCP FES 1 EACH $366.00 $306.00 1 $306.00 29 2621 lRip Rap Class III 20 CY $67.50 $1,350.00 Total - Bid Schedule "B" ot517PE Pay Estimate #7 $29,617.40 $28,259.65 1 i 9/27/04 PAY ESTIMATE NO. 7 City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road ITEM:7. Item No. Spec. Ref. Description Estimated Number of Units Unit I Unit Cost; Total Estimated Cost Used To -Date Extension 30 2611 Connect to Existing Water Main 2 LS $822.50 $1,645.00 2 $1,645.00 31 2611 12" Ductile Iron Pipe Cl 52 2200 LF $26.30 $57,860.00 2154 $56,650.20 32 2611 8" Ductile Iron Pipe Cl 52 550 1 LF $19.3.0 $10,615.00 544 $10,499.20 33 2611 6" Ductile Iron Pipe Cl 52 125 LF $15.7:0 $1,962.50 221 $3,469.70 34 2611 16" DIP Cl 52, Fast-tite Joint, Installed in 24" Steel Casing by Boring andtJacking 70 LF $201.7,0 $14,119.00 80 $16,136.00 35 2611 16" Ductile Iron Pipe CL 52 8600 LF $37.10 $319,060.00 8840 $327,964.00 35-A C.O.#3 JProvide water for water testing. 1 LS $6,480.00 $6,480.00 1 $6,480.00 36 2611 IDuctile Iron Fittings 10000 LB $3.1D $31,000.00 11076 $34,335.60 37 2611 16" Butterfly Valve and Box 11 EACH $1,601.00 $17,611.00 20 $32,020.00 38 2611 12" Butterfly Valve and Box 2 EACH $918.00 $1,836.00 1 $918.00 38A C.O.#1 Insertiion of Additional 16" Valves and Tees for Developers 1 LS $7,935.00 $7,935.00 100% $7,935.00 38B C.O.#1 JProvide Extra Depth for 16" DIP to Avoid Developer'sn Sanitary Sewer 1 LS $4,100.00 $4,100.00 100% $4,100.00 39 2611 6" Gate Valve and Box 26 EACH $575.60 $14,950.00 24 $13,800.00 39-A C.O.#3 I Gate Valve Extensions 1 LS $3,695.60 $3,695.00 1 $3,695.00 40 2611 Hydrant 26 EACH $1,850.00 $48,100.00 24 $44,400.00 40A C.O11 Substitute 8.5' Bury Fire Hydrant for Standard 8.0' Bury Fire Hydrant 9 EACH $75.00 $675.00 9 $675.00 10-B Repair Fire Hydrant and Valves Damaged by Private C.O13 Utility 1 LS $4,164.00 $4,164.00 1 $4,164.00 41 1 2611 Hydrant Extension 26 LF $348.60 $9,048.00 23.5 $8,178.00 42 2611 Salvage and Reinstall 16" Plug 2 EACH $204.00 $408.00 43 '11 Salvage and Reinstall 12" Plug 2 EACH $204.00 $408.00 44 -A1 4" Insulation 300 SF $3.60 $1,080.00 1 144 $518.40 otal - Bid Schedule "C" $556,751.50 $577,583.10 tem No. Spec. Ref. Description Estimated Number ofTotal Units Unit Unit Cost Estimated Cost Used To -Date Extension 45 2621 24" RCP Class V 16'-18' Deep 48 LF $79.20 $3,801.60 43 $3,405.60 46 C.O. #1 24" RCP Class V 18'-20' Deep -(DELETED) LF $81.20 16A C.O. #1 24" DIP CL -52 18'-20' Deep 40 LF $131.80 $5,272.00 35 $4,613.00 47 2621 12" PVC SDR 26 14'-16' Deep 30 LF $50.40 $1,512.00 132 $6,652.80 48 2621 12" PVC SDR 26 16'-18' Deep 200 LF $52..40 $10,480.00 212 $11,108.80 49 2621 12" PVC SDR 26 18'-20' Deep 208 LF $54.40 $11,315.20 65 $3,536.00 50 2621 8" PVC SDR 35 16-18' Deep 35 LF $36.x30 $1,274.00 40 $1,456.00 51 2621 10" DIP CL 52 Force Main 572 LF $22.90 $13,098.80 475 $10,877.50 52 2621 8" DIP CL 52 Force Main 572 LF $19.20 $10,982.40 4751 $9,120.00 52A C.O.#2 8"Gate Valve on Force Main 1 EACH $935.00 $935.00 1 $935.00 i2B C.O12 10"Gate Valve on Force Main 1 EACH $1,350.00 $1,350.00 1 $1,350.00 53 2621 24" RCP Plug 1 EACH $252.60 $252.00 1 $252.00 54 2621 12" Plug 1 EACH $246.60 $246.00 1 $246.00 55 2621 10" Plug 2 EACH $229.00 $458.00 2 $458.00 56 2621 8" Plug 3 EACH $195.00 $585.00 1 $195.00 57 2621 48" Dia. Sanitary Sewer Manhole 0-8' Deep 1 EA $1,980.00 $1,980.00 1 $1,980.00 58 2621 48" Manhole Overdepth 10 VF $90.00 $900.00 10 $900.00 59 2621 60" Diameter Sanitary Sewer Manhole 0-8' Deep 1 EA $2,745.00 $2,745.00 1 $2,745.00 i9A C.O. #1 Rebuild MH No. 1 Base for 24" DIP Outlet 1 LS $1,144.88 $1,144.88 1 $1,144.88 60 921 60" Manhole Over Depth 10 VF $141.00 $1,410.00 1 10 $1,410.00 61 821 Televise Sanitary Sewer 561 LF $1.25 $701.25 3tal - Bid Schedule "D" $70,443.13 $62,385.58 ot517PE 2 Pay Estimate #7 9/27/04 PAY ESTIMATE NO. 7 ITEM:7._ City of Otsego Project #03-06 Trunk Watermain, Sanitary Sewer and Access Road SUMMARY OF BIDDING TOTAL BID SCHEDULE "A" TOTAL BID SCHEDULE "B TOTAL BID SCHEDULE "C" TOTAL BID SCHEDULE "D" TOTAL ALL BID SCHEDULES TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE LESS PREVIOUS PAYMENTS:P.E. # 1 TO P.E.# 6 WE RECOMMENT PAYMENT OF: $83,475.08 $92,536.87 $29,617.40 $28,259.65 $556,751.50 $577,583.10 $70,443.13 $62,385.58 APPROVALS: CONTRACTOR: LATOUR CONSTRUCTION Certification by ractor: I ce 'fy that all items and amounts are correct for the work completed to date. Signed: / Title: ` �ro� P.c T 04", 61-1 Date: d Z) ENGINEER: Certification by Engineer: We recommend paympirfor work and quantities as shown. KANSON NDER NS CIATES, INC. Signed: Title: ADate: DWNER: CITY OF OTSEGO Signed: Title: Date: $740,287.11 $760,765.20 $760,765.20 $38,038.26 $686,705.56 $36,021.38 ot517PE 3 Pay Estimate #7 9/27/04 1'F 7_1 NORTHWEST ASSOCIATED -CONSULTANTS, INC 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com I MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 19 October 2004 RE: Otsego — Norin Landing; Planning Commission Review NAC FILE: 176.02 — 04.29 The Planning Commission considered the applications for Norin Landing at a public hearing on 18 October 2004. Mr. Brad Pauman was present to represent his project along with his Professional Engineer, Mr. Scott Dahlke. The public hearing was well attended by residents from surrounding neighborhoods. Questions were raised about the impacts of the proposed development.to the Mississippi River, the effects and management of the proposed pond and beach area and extension of the trail along Kadler Avenue, includingthe design of the trail in front of the exception parcel. Staff responded to these questions and the developer added additional information, especially regarding the pond which will likely be downsized to ensure that excavation can be completed this year. City, Staff indicated that they will work with the exception parcel owner on the design and location of the trail along Kadler Avenue. The Planning Commission discussion also focused on the pond, its design and maintenance. The Planning Commission raised concerns that there be sedimentation ponds prior to draining into the recreational pond for long-term maintenance purposes. City Staff emphasized that the City would maintained only to the extent required for stormwater management and not aesthetics. Because of likely changes to the pond and the need to present site and building plans for the beach facilities, the Planning Commission is recommending that the final plat be submitted to them for review and recommendation prior to action by the City Council. The Planning Commission closed the public hearing. In four separate motions, the Planning Commission voted 6-0 to recommend approval of the CUP for mining, the rezoning to R -C District, the PUD-CUP/Preliminary Plat of Norin Landing and a CUP for a private recreation facility. These applications will be considered by the City Council at their meeting on 25 October 2004 at 6:30 PM. Decision 1 — CUP for Mining A. Motion to approve a CUP to allow mining in accordance with the Norin Landing Grading Plan subject to the following conditions: 1. All grading plans shall be subject to review;and approval of the City Engineer. 2. A security in an amount as determined by the City Engineer shall be provided for in accordance with Section 20;24-7 of the Zoning Ordinance. 3. Mining operations shall be limited to 7:00 AM to 6:00 PM Monday through Friday in accordance with Section 20-24-6.8 of the Zoning Ordinance. 4. Trucks carrying material off-site shall observe all speed limits and will be limited to travel on Kadler Avenue north of CSAH 39, CSAH 39, and CSAH 19. Failure to comply with this condition shall be grounds to suspend mining operations and/or take action to revoke the CUP. B. Motion to deny the application based on a finding�that the request is inconsistent with Chapter 24 of the Zoning Ordinance. Decision 2 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A-1 1. District to R -C District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding4he request is inconsistent with the Comprehensive Plan. Decision 3 — Preliminary Plat A. Motion to approve a PUD -CUP and Preliminary Plat for Norin Landing, subject to the following conditions: 1. The applicant shall provide for an overlay improvement of that segment of Kadler Avenue abutting the plat, subject to approval of the City Engineer. 2. Outlots A, E, F, and G shall be conveyed to'the City for public park and trail purposes and the applicant shall also pay a cash fee in lieu of land equal 50.2 percent of the required cash fee )n effect of the time of final plat approval in satisfaction of park and trail dedication requirements. A credit to the cash fee in lieu of land will be granted for construction of a trail along Kadler Avenue. 2 3. Outlots B and C shall be overlaid by drainage and utility easements and by conservation easements restricting their;use to open and outdoor activities. 4. All grading, utility, street issues and construction plans shall be subject to review and approval of the City Engineer. 5. Outlot D shall be conveyed to the abutting property owner with the final plat. 6. Upon approval of a preliminary plat, the applicant shall submit a final plat as required by the Subdivision Ordinance and enter into a development agreement with the City, which is subject to; review and approval of the City Attorney. ,I 7. The final plat shall be submitted to the Plarnning Commission for review and recommendation prior to action by the ,City Council. B. Motion to deny the application based on a finding the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Decision 4 — CUP for Private Recreation Facility A. Motion to approve a CUP for a private neighborhood recreation facility within Outlot C of Norin Landing, subject to the followingconditions: 1. The applicant shall submit a site plan with the final plat of Norin Landing for the proposed beach facility. 2. The proposed beach shall conform to front and side yard requirements of the R -C District. 3. A landscaping plan shall be provided for the proposed beach facility that provides for screening of the area from adjacent lots and from view of Kadler Avenue. B. Motion to deny the application based on a findings the request is inconsistent with the Comprehensive Plan and Zoning Ordinance. C. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Patty Fowler Brad Pauman Scott Dahlke Mary Jo Quigg CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: Pauman Properties LLC 10-19-04 FINDINGS & DECISION Mining PUP APPLICATION: Request for a Conditional Use Permit (CUP) to allow mining activities in an A-1, District. CITY COUNCIL MEETING: 25 October 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 Rural Residential Preserve `and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture, Rural Service District Area. The subject site is also within the WS, Wild, Scenic Recreation River Overlay District. Mining activities are allowed in the A-1 District as a conditional use subject to the requirements of Chapter 24 of the Zoning Ordinance. 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 rural residential preserve has been established to encourage development of unique single family neighborhoods that incorporate natural or rural character elements in areas of the City adjacent to the Mississippi River. The proposed development is consistent with the intent of the Comprehensive Plan. The proposed mining operation is limited to creation, of a pond within the required open space to add an additional amenity to the project. The proposed use's compatibility with present and future land uses of the area. Finding: The table below summarizes surrounding land uses. The proposed development will be compatible with existing orplanned land uses in the area. i Direction Land Use Plan Zoning Map.Existing Use North NA NA Mississippi River East LD Residential R-1 District z Single Family South Rural Residential R -C District O en S ace/Park West Rural Residential R -C District Single Famil The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed mining operation is consistent with the requirements of the Zoning Ordinance. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use creates a neighborhood environment taking advantage of the natural amenities of the Mississippi River and creating man-made amenities in the form of an expanded public boat landing area at the Mississippi River and a private neighborhood recreation facility within the development. 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 subject site is accessed via Kadler Avenue. This developer will be required to overlay the existing street the length of the plat to accommodate traffic generated by the development following completion of the mining activities and will provide securities for any potential repairs required to public streets.. 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. i. E. The planning report dated 13 October 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein. F. The engineering review dated 13 October 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 18 October 2004 to consider the application, preceded by; published and mailed notice; and upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested CUP is hereby approved, subject to the following conditions: 1. All grading plans shall be subject to review and approval of the City Engineer 2. A security in an amount as determined by the City Engineer shall be provided for in accordance with Section 20-24-7 of the Zoning Ordinance. 3. Mining operations shall be limited to 7:00 AM to 6:00 PM Monday through Friday in accordance with Section 20-24-6.6 of the Zoning Ordinance. 2 4. Trucks carrying material off-site shall observe all speed limits and will be limited to travel on Kadler Avenue north of CSAH 39, CSAH 39, and CSAR 19. Failure to comply with this condition shall be grounds to suspend mining operations and/or take action to revoke the CUP. PASSED by the Otsego City Council this 25th day of October, 2004. CITY OF. OTSEGO By: Larry Fournier, Mayor Attest: Judy (Hudson, Zoning Administrator/City Clerk �I 3 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA 10-19-04 FINDINGS & DECISION ZONING MAP AMENDMJENT APPLICANT: Pauman Properties LLC APPLICATION: Request for a Zoning Map amendment to rezone property to be developed as Norin Landing from A-1 District to R -C District. CITY COUNCIL MEETING: 25 October 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 Rural Residential Preserve, and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture, Rural Service District Area. The applicant has requested a Zoning Map amendment to change the designation of the property to R -C, Residential, Rural Open Space Cluster 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: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The rural residential preserve has been established to encourage development of unique single family neighborhoods that incorporate natural or rural character elements in areas of the City adjacent to the Mississippi River. The proposed development is consistent with the intent of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. iI Finding. The table below summarizes surrounding land uses. The proposed development will be compatible with existing ork planned land uses in the area. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. Direction Land Use Plan Zoning Map Existing Use North NA NA Mississippi River East LD Residential R-1 District Single Family South Rural Residential R -C District O en S ace/Park West Rural Residential I R -C District I;!_ Single Family 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use creates a neighborhood environment taking advantage of the natural amenities of the Mississippi River and creating man-made amenities in the form of an expanded public boat landing area at the Mississippi River and a private neighborhood recreation facility within the development. 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 subject site is accessed via Kadler Avenue. Previous developments utilizing Kadler Avenue have upgraded the street to the south line of the proposed plat. This developer will be required to overlay the existing street the length of the plat to accommodate traffic generated by the development. 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. E. The planning report dated 13 October 2004 prepared lay the City Planner, Northwest Associated Consultants, Inc., are incorporated herein. F. The engineering review dated 13 October 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 18 October 2004 to consider the application, preceded by,published and mailed notice; and upon review of the application and evidence received he public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Map amendment is hereby approved. PASSED by the Otsego City Council this 25th day of October, 2004. Attest: CITY OF'OTSEGO By: Larry Fournier, Mayor Judy'Hudson, Zoning Administrator/City Clerk ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE NORIN LANDING PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: I 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 -C, Residential Rural Open Space Cluster 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 25th ;day of October, 2004. CITY OF OTSEGO BY: Larry' Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk ATTACH LEGAL DESCRIPTION HERE EXHIBIT A CITY OF OTSEGO WRIGIIT COUNTY, MINNESOTA APPLICANT: Pauman Properties LLC 10-10-04 FINDINGS & DECISION PUD-CUP/PRELIMINARY PLAT APPLICATION: Request for a PUD -CUP and Preliminary Plat for Norin Landing consisting of 18 single family lots and seven outlots. CITY COUNCIL MEETING: 25 October 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 Rural Residential Preserve and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended; C. The property is zoned R -C, Residential, Rural Open Space Cluster District. The subject site is also within the WS, Wild, Scenic Recreation River Overlay District. The applicant has requested a PUD-CUP/Preliminary Plat for development of 18 single family lots with area less than 2.0 acres within the WS 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: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The rural residential preserve has been established to encourage development of unique single family neighborhoods that incorporate natural or rural character elements in areas of the City adjacent to the Mississippi River. The proposed development is consistent with the intent of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below summarizes surrounding land uses. The proposed development will be compatible with existing or planned land uses in the area. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise; etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. Direction Land Use Plan Zoning Ma !'t Existing Use North NA NA A- Mississippi River East LD Residential R-1 District Single amil South Rural Residential R -C District Open Space/Park West Rural Residential R -C District Single Family 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise; etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use creates a neighborhood environment taking advantage of the natural amenities of the Mississippi River and creating man-made amenities in the form of an expanded public boat landing area at the Mississippi River and a private neighborhood recreation facility within the development. 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 subject site is accessed via Kadler Avenue. Previous developments utilizing Kadler Avenue have upgraded the street to the south line of the proposed plat. This developer will be required to overlay, the existing street the length of the plat to accommodate traffic generated by the development. 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. E. The planning report dated 13 October 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein.;; F. The engineering review dated 13 October 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 18 October 2004 to consider the application, preceded by published and mailed notice; and upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. / DECISION: Based on the foregoing information and applicable ordinances, the requested PUD - CUP and Norin Landing Preliminary Plat is hereby approved, subject to the following conditions: The applicant shall provide for an overlay improvement of that segment of Kadler Avenue abutting the plat, subject to approval of the City Engineer. 2. Outlots A, E, F, and G shall be conveyed to the City for public park and trail purposes and the applicant shall also pay a cash fee in lieu of land equal 50.2 percent of the required cash fee in effect of the time of final plat approval in satisfaction of park and trail dedication requirements. A credit to the cash fee in lieu of land will be granted for construction of a trail along Kadler Avenue. 3. Outlots B and C shall be overlaid by drainage and utility easements and by conservation easements restricting their use to open and outdoor activities. 2 I 4. All grading, utility, street issues and construction plans, shall be subject to review and approval of the City Engineer. 5. Outlot D shall be conveyed to the abutting property owner with the final plat. 6. Upon approval of a preliminary Plat, the applicant shall submit a final plat as required by the Subdivision Ordinance and enter into a development agreement with the City, which is subject to review and approval of the City Attorney. 7. The final plat shall be submitted to the Planning Commission for review and recommendation prior to action by the City Council. PASSED by the Otsego City Council this 25th day of October, 2004. CITY OP OTSEGO Attest: By: Larry,Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 i' CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Pauman Properties LLC 10-19-04 ! FINDINGS & DECI§ION CONDITIONAL USE PERMIT APPLICATION: Request for a CUP to allow establishment of;,a private recreation facility withint he proposed Norin Landing development. CITY COUNCIL MEETING: 25 October 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 Rural Residential Preserve and is guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R -C, Residential, Rural Open Space Cluster District. The subject site is also within the WS, Wild, Scenic Recreation River Overlay District. Private recreation facilities are allowed as a conditional use in the R -C 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: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The rural residential preserve has been established to encourage development of unique single family neighborhoods that incorporate natural or rural character elements in areas of the City adjacent to the Mississippi River. The proposed development is consistent with the intent of the Comprehensive Plan. 2. The proposed use's compatibility with present'and future land uses of the area. Finding: The table below summarizes surrounding land uses. The proposed development will be compatible with existing or planned land uses in the area. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. Direction Land Use Plan Zoning Map Existing Use North_ NA NA ! Mississippi River East LD Residential R-1 District Single Family South Rural Residential R -C District Open Space/Park West Rural Residential R -C District Single Family 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed development is consistent with the requirements of the R -C District and WS Overlay District, the Subdivision Ordinance and Engineering Manual. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use creates a neighborhood environment taking advantage of the natural amenities of the Mississippi River and creating man-made amenities in the form of an expanded public boat landing area at the Mississippi River and a private neighborhood recreation facility within the development. i 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 subject site is accessed via Kadler Avenue. Previous developments utilizing Kadler Avenue have upgraded the street to the south line of the proposed plat. This developer will be required to oveday;the existing street the length of the plat to accommodate traffic generated by the development. 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. E. The planning report dated 13 October 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein.'i I. F. The engineering review dated 13 October 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc. are incorporated herein. G. The Otsego Planning Commission conducted a publiclhearing at their regular meeting on 18 October 2004 to consider the application, preceded by.. published and mailed notice; and upon review of the application and evidence received,,,the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested CUP is hereby approved, subject to the following conditions: The applicant shall submit a site plan with the final plat of Norin Landing for the proposed beach facility. 2. The proposed beach shall conform to front and side yard requirements of the R -C District. 3. A landscaping plan shall be provided for the proposed beach facility that provides for screening of the area from adjacent lots and from view of Kadler Avenue. 2 K, e I II PASSED by the Otsego City Council this 25th day of October, 2004. i� CITY OF OTSEGO By: Larry Fournier, Mayor I I Attest: Judy'IHudson, Zoning Administrator/City Clerk Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administratot Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney, Brad Paumen, Paumen Properties, LLC Scott Dahlke, P.E., Quality Site Design, LLC IL Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Date: October 13, 2004 Proposed Development: Norin Landing Street Location of Property: A portion of the E'h of Section 10, T121, R24 60.50± Acres, north of CSAH 139, west of Kadler Avenue NE, on the Mississippi River i Applicant: Brad Paumen Developer: Paumen Properties, LLC 7750 Co. Rd 37 Maple Lake, MN 55358 (612) 221-0603 Owners of Record: N/A Purpose: Norin Landing is a proposed 18 lot subdivision on 60.50± acres in the City of Otsego,Wright County, Minnesota. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) Considerations: Ma01\Shared Docs\MunicipalWotsego22xx\2290\ot2290RVW1.doc i �I TABLE OF CONTENTS INFORMATION AVAILABLE SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY; STREETS PRELIMINARY PLAT PRELIMINARY GRADING PLAN i WETLANDS SURFACE WATER MANAGEMENT TRAFFIC/ACCESS ISSUE SANITARY SEWER SYSTEM WATER SYSTEM ENVIRONMENTAL OTHER CONSIDERATIONS I SUMMARY AND/OR RECOMMENDATION \\Ha01\Shared Docs\Municipal\Notsego22xx\2290\ot2290RVW1.doc i INFORMATION AVAILABLE Preliminary Plat of Norin Landing, 9/27/04, by Quality Site Design, LLC Existing Condition Plan of Norin Landing, 9/27/04, by Quality Site Design, LLC Preliminary Grading, Drainage & Erosion Control Plan for Norin Landing, 9/27/04, by Quality Site Design, LLC Preliminary Utility Plan for Norin Landing, 9/27/04, by Quality Site Design, LLC Detail Plan for Norin Landing, 9/27/04, by Quality Site Design, LLC 1. Certificate of Survey for Mary Jo Quigg, 12/15/03, by Taylor Land Surveyors, Inc. Drainage Analysis, 9/27/04, by Quality Site Design, LLC i Soil Investigation for Norin Landing, 9/28/04, by Miller Environmental Inc. 11 City of Otsego Engineering Manual, 5/12/03 Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 I City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 SUBDIVISION CONFIGURATION, LOT SIZE. DENSITY 1. No comments. STREETS 1. The standard plate (No. 100) for the typical street section is outdated. Please replace with the March 2003 revision. j 2. All cross culverts shall be 24" RCP minimum. PRELIMINARY PLAT 1. Contours, proposed bituminous, tree lines, proposed septic areas, etc. shall not be shown on the Preliminary Plat sheet. Said features are better depicted on the Existing Condition Plan, Preliminary Grading Plan', and Preliminary Utility Plan. Page 1 Ma01\Shared Docs\Municipal\Aotsego22xx\2290\ot2290RVW1.doc 2. Additional drainage and utility easement is required for Block 2, Lots 3 and 4 to the 100 -year high water elevation for the wetland. 3. Right-of-way shall be rounded at intersections to allow for utility installations. (111.13.) 4. Existing zoning for land abutting the subdivision shall be shown. (21-6-2.B.2.) 5. Adjoining subdivided and unsubdivided land shall be identified by name and ownership. (21-6-2.B.6.) 6. A 10' minimum drainage and utility easement is required along all lot lines. The full (10) width is required when no easement exists on the adjoining parcel. (21-7-15.A.) 7. 104th Street NE shall be renamed 105th Street NE' 8. Name, address and phone number of the record owners) shall be shown on the plan. (21-6-2.A.3.) 9. A key map of the area shall be provided. (21-6-2.A.5.) 10. Existing 100 -year flood elevations and boundaries of the floodway and flood fringe areas for the Mississippi River must be shown on the plan. (21-6-2.B.9.) PRELIMINARY GRADING PLAN 1. An emergency overflow shall be called out, or a 100 -year high water elevation established for the wetland. 2. The 100 -year flood elevation and boundaries of the floodway and flood fringe areas for the Mississippi River shall be shown on the plan. (21-6-2.B.9.) 3. The soil borings shall be shown on the plan. (21-6=2.B.8.) 4. 2% minimum slope for overland drainage is required. (Ex. Block 1, Lots 5-8) 5. All street runoff shall be routed through a sedimentation basin prior to entering the natural drainage system. The grading of the sw'ale that is centered on the lot line shared by Lots 1 and 2 of Block 2 shall be revised to clearly depict the runoff water being directed to the sedimentation basin. (21-7-161.) 6. We suspect that the swales routed to the sedimentation basin will be susceptible to erosion. We encourage the use of a drop structure/storm sewer system that would outlet at the normal water elevation of any proposed sedimentation basin. (21-7-16.) 7. Cross drainage from lot to lot must be covered under a drainage and utility easement. It is unclear where the rear drainage for Lot 7, Block 1 breaks. (21-7-15.B.) Page 2 \\Ha01\Shared Docs\Municipal\Aotsego22xx\2290\ot2290RVW1.doc 8. The maximum depth for a sedimentation basin shall be 10'. (See Surface Water Management comment No. 2) 9. The current plan depicts a portion of 104th Street NE (approximately 300') that is not being treated prior to entering the natural drainage system. Please revise. (21-7- 16.F.) WETLANDS 1. A wetland delineation report for the site must be submitted. SURFACE WATER MANAGEMENT 1. Curve numbers shall be in accordance with the City of Otsego Minimum Runoff Curve Numbers (Table 1) as published in the City of Otsego Engineering Manual. 2. It is our understanding that Pond -1 is planned to ,be used as a recreational lake that would serve as an amenity to the proposed development. We would recommend treating the street runoff with small NURP ponds prior to discharging into the proposed lake to help remove sediment and pollutants. The NURP ponds would provide a "dead storage" volume that is equal to or greater than the runoff from a 2.5" rainstorm over the contributing area and would utilize skimmer structures. Also, we would recommend a more gradual slope than 4:1.; TRAFFIC/ACCESS ISSUE 1. Access to the proposed subdivision will be provided by Kadler Avenue NE. There will be a connection at 103rd Street NE and 1 05thStreet NE, providing a looped connection to Kadler Avenue NE. SANITARY SEWER SYSTEM 1. The lots in the proposed development will be served with individual on-site sewage disposal systems. 2. It is likely that all or some of the drainfields for Block 2 will be mound systems because of the close proximity to the wetland. WATER DISTRIBUTION SYSTEM 1. The lots in the proposed development will be served with individual wells. Page 3 \\Ha01\Shared Docs\MunicipaMotsego22xx\2290\ot2290RVW1.doc it ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21-6- 2.6.10) OTHER CONSIDERATIONS 4, 1. A geotechnical report prepared by a qualified soils engineer shall be submitted. (21- 6-2.6.11) Geotechnical report shall include a stabilometer R -value. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. i Page 4 \\Ha01\Shared Docs\Municipal\Notsego22xx\2290\ot2290RVW1.doc 7_2 NORTHWEST ASSOCIATE D';CONSULTANTS, INC. --- 4800 Olson Memorial Highway, Suite -202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 19 October 2004 RE: Otsego — McDonald Peavy House; Heritage Designation NAC FILE: 176.08 — 04.15 The Planning Commission held a public hearing on 18 October 2004 to consider the recommendation of the City Heritage Preservation Commission that the City -owned McDonald Peavy House property be designated as a Heritage Preservation Site. Several members of the HPC and several members of the public spoke in support of the designation for the purpose of preserving the City's history. The Planning Commission discussed the mechanics of the Heritage Preservation Site designation and the plans for a Historic Properties Reuse Plan, which the HPC is to develop. After closing the public hearing, the Planning Commission voted 6-0 to recommend designating the McDonald Peavy House property as a Heritage Preservation Site. This issue will be considered by the City Council at their meeting on 25 October 2004 at 6:30 PM. A. Motion to designate the McDonald Peavy House as a heritage preservation site based on the findings of the Vogel report prepared for the City of Otsego. 11 B. Motion to recommend the McDonald-Peavy House not be designated as a heritage preservation site based on inconsistency'with the applicable criteria. C. Motion to table. C. Mike Robertson Judy Hudson Andy MacArthur CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA 10-19-04 FINDINGS & DECISION :HERITAGE PRESERVATION STE APPLICANT: City of Otsego - Heritage Preservation Commission. APPLICATION: Request to designate the McDonald-Peavy House:and property as a Heritage Preservation Site subject to Chapter 96 of the Zoning Ordinance. CITY COUNCIL MEETING: 25 October 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 is within the Rural Residential Preserve and is guided for institutional land use by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-1, Residential Long Range Urban Service Area and WS, Wild Scenic Recreation River Overlay District, which allows for single family dwellings as a permitted use. D. Designation of a Heritage Preservation Site is upon a determination that the site meets at least one of the following criteria from Section 20-96-6.0 of the Zoning Ordinance 1. It has character, interest or value as part of the development heritage or cultural characteristics of the City of Otsego, State of Minnesota or the United States. 2. Its location is the site of a significant historical event. 3. It has yielded, or is likely to yield, information important in pre -history or history. 4. It is associated with a person or persons who significantly contributed to the culture and development of the City. 5. It embodies distinctive characteristics of an 'architectural style, period, form or treatment. 6. It represents the work of an architectural design, detail, materials, or craftsmanship which represents a significant architectural innovation. 7. Its unique location or singular physical characteristics represents an established and familiar visual feature of a neighborhood, community or the City of Otsego. E. The report titled Intensive Survey and Evaluation of the McDonald Peavy House in the City of Otsego, Minnesota, dated July 2004 prepared by Mr. Robert Vogel is incorporated herein. F. The planning report dated 13 October 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their meeting on 18 October 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request to designate the McDonald-Peavy House as a Heritage Preservation Site is hereby approved based on the most current plan and information received to date and the following findings: 1. The McDonald-Peavy house and property has character, interest or value as part of the development heritage or cultural characteristics of the City of Otsego, State of Minnesota or the United States. 2. The McDonald-Peavy house and property is associated with a person or persons who significantly contributed to the culture and development of the City. 3. The McDonald-Peavy house and property has a unique location or singular physical characteristics represents an established and familiar visual feature of a neighborhood, community or the City of Otsego. PASSED by the Otsego City Council this 25th day of October, 2004. CITY OF OTSEGO M Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 2 RTLR1h1 7.3 - NORTHWEST ASSOCIATED .ICONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.23.1.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 19 October 2004 RE: Otsego — Long Haul Trucking; Building Expansion NAC FILE: 176.02 — 04.31 i The Planning Commission reviewed site and building plans for the proposed 1,950 square foot addition to be constructed onto the existing Long Haul Trucking building. Mr. Steve Fisher of Arrow Companies was present to represent the project and indicated that they were in agreement with City Staff comments. The Planning Commission had no issues with the proposed expansion, No public comment was taken. The Planning Commission voted 6-0 to recommend approval of the site and building plans subject to the conditions outlined below. This application will be considered by the City Council at their meeting on 25 October 2004 at 6:30 PM. A. Motion to approve site and building plans for expansion of the Long Haul Trucking building, subject to the following conditions: 1. The applicant must submit a revised overall site plan illustrating the proposed addition and provision of required parking. 2. Aluminum siding or other allowed material;shall be substituted for the proposed vinyl material for consistency with the requirements of Section 20-17-4 of the Zoning Ordinance. 3. Additional landscaping shall be installed at the foundation of the proposed addition, subject to approval of City Staff. 4. Installation of any new signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit prior to placement on the subject site. I' 5. Any exterior light fixtures installed in conjunction with the addition shall conform to Section 20-16-10 of the Zoning Ordinance. 6. All grading, utility, easement or access issues shall be subject to review and approval of the City Engineer. 7. Comments of other City Staff. B. Motion to deny the application based on a finding; that the request is inconsistent with the Zoning Ordinance. C. Motion to table. C. Mike. Robertson Judy Hudson Tim Rochel Andy MacArthur Ron Wagner John Daniels Steve Fisher CITY OF 10-19-04 OTSEGO FINDINGS & DECIJION WRIGHT COUNTY, MINNESOTA SITE AND BUILDING PLAN REVIEW APPLICANT! Otsego West, LLC. APPLICATION: Request for site and building plan approval for a 1,950 square foot addition to the existing Long Haul Trucking building. CITY COUNCIL MEETING: 25 October 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 Outlot Lot 2, Block 2 Otsego Industrial Park, Wright County, Minnesota. B. The property lies within the West Sanitary Sewer Service District and is guided for industrial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned 1-2, General Industrial District. D. The planning report dated 14 October 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. 'I DECISION: 'Based on the foregoing information and applicable ordinances, the request for site and building plan approval for a 1,950 square foot addition to the existing Long Haul Trucking building is hereby approved based on the most current plan and information received to date, subject to the following conditions: 1. The applicant must submit a revised overall site plan illustrating the proposed addition and provision of required parking. 2. Aluminum siding or other allowed building material shall be substituted for the proposed vinyl material for consistency with the requirements of Section 20-17-4 of the Zoning Ordinance. 3. Additional landscaping shall be installed at the foundation of the proposed addition, subject to approval of City Staff. 4. Installation of any new signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit prior to placement on the subject, site. 5. Any exterior light fixtures installed in conjunction with the addition shall conform to Section 20-16-10 of the Zoning Ordinance. 6. All grading, utility, easement or access issues shall be' subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 25th day of October,.2004. CITY OF OTSEGO By: Larry Fournier, Mayor 1. Attest: Judy Hudson, Zoning Administrator/City Clerk 2 !! �-1rIFM 7-4. NORTHWEST ASSOCIATED CON-S_U_LT.A-N-TS,-A1N-C.--J i1 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Planning Commission I FROM: Laurie Shives/Daniel Licht, AICP APPLICATION: Otsego — Remington Coves; 'Final Plat REPORT DATE: 19 October 2004 NAC FILE: 176.02 — 04.32 i BACKGROUND I Otsego Development, LLC has submitted application .for a final plat for Remington Coves consisting of 70 single family lots, 43 bayhomes and six outlots located on 40 acres located north of 67th Street NE and south of 70th Street NE and immediately to the east of the Zimmer Farms subdivision. The subject site is guided for low-density residential land uses within the west sanitary sewer service district established by the Comprehensive Plan. By way of a Zoning Map amendment and a PUD -CUP the preliminary plat was approved on 27 September 2004. Exhibits: A. Site Location Map B. Site Plan C. Preliminary Plat ! D. Final Plat ANALYSIS Preliminary Plat Consistency. The proposed final plat is the same number of lots and design as the approved preliminary plat. The site plan has been revised t6, provide a complete system of sidewalks within the neighborhood and connections to the plant. Park and Trail Dedication. Outlots B and D shall be dedicated to the City as public corridors, but these parcels are not credited towards park and trail dedication requirements. Park and trail dedication requirements are to be satisfied as a cash fee in lieu of land equal to $2,820 per dwelling unit — a total sum of $318,660. Grading and Drainage. Final grading, drainage and erosion control plans and subject to the review and approval of the City Engineer. Utilities. The utility plan is subject to the review and approval of the City Engineer. Development Contract. The applicant is required to enter into a development agreement with the City and pay all applicable fees and,securities upon approval of a final plat. The development contract is subject to review and approval of the City Attorney. Homeowner's Association. The developer must submit documents for review by City Staff detailing the homeowner's association's responsibilities including maintenance of the bayhomes' common area, center islands within the cul-de-sacs and park areas. RECOMMENDATION The proposed Remington Coves Final Plat is consistent, with the approved preliminary plat as well, as the Zoning and Subdivision Ordinances.: Our office recommends approval of the requested final plat, subject to the conditions below: A. Motion to approve the final plat for Remington Coves subject to the following conditions: 1. 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. 2. 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 the City's Building Code. 3. The preliminary plat shall display the required front setback from local public streets on all single family lots with a dashed line in order to make reproductions clearly legible. 4. Scaled elevations of the bayhome units shall be submitted to confirm compliance with the maximum 35 foot building height allowed in the R-6 District. 2 5. One side of the common private drive for the bayhome units shall be designated and posted as a fire lane. 6. The applicant shall enter into a development;icontract with the City and post all required securities and pay applicable fees, subject to review and approval of the City Attorney. 7. Documents providing for the ownership and maintenance of common areas shall be submitted for review by City Staff. 8. The developer must make a cash contribution of $318,660 to the City's Park and Multi -Purpose Trail Funds in order to meet the City's park and trail dedication requirements. B. Motion to deny the final plat on a finding that the proposed development does not conform to the requirements of the Zoning Ordinance, Subdivision Ordinance or Engineering Manual. pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Jeff Bock Rick Harrison �1 3 BASE MAP DATA PROVIDED BY IHakanson�er l„ Anderson Assoc.,lnc. PREPARED OCTOBER 2001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR EXACT MEASUREMENT. xOTSEGO m -4 ON THE GREAT RIVER ROAD a r4� 3`, M 1•eLr __ _ 1 naa3w 0px Nyp Obree releNe psN NNIq Ire. w' p•tl'Sa' 1M.M' ae. w' 1»,N' t M•r'N' ! x ]a.N' SOJ.N' 1N. p' Y ro•»'x• e 1 tN.wN'»' Ip.H' 1».N' Y N•II'n'! ]90. w' iw.10' ».. a' 3a.r' • N•N'N' t ttt.a' Y w`r'n• tw.araair. r' x•w•N'e tv`w' 1D•w'11' S 110.00' »••1']1' tl.N' p.N' p.to' 1• a w•01•N' 372- ]t1o.N' D1.»' N•N'»' W 3••N'or in.re' +N.r•' x ra•a•»• W xr•x'N' 1r.N' 1N.w' 1•. H' f w•11:1.' W to.00' n•a'»• •1f.N' wD. N' ».h' N•rN° t 1• ro.oeSe of 1• 1N.N' 1N.a' )!, N' Y 11•II'w' ! 5' a e'. Legend: Total Area of Site ..................... 40.0691 Acres Total Number of Units .................. 113 Number of Single Family Coved Lots ..... 70 Average Lot Size ................... 12,751 eq.ft. Minimum Lot Size ................... 9,000 sq.ft. Area of Front (setback to curb) .... 9.2540 Acres Area of Front per Lot .............. 5,759 eq.ft. Number of Bayhome Unite ................ 43 Total Area of BayHome Region (to ROW). 9.9113 Acres (431,735 sq.ft) Area of Private Drive in Saylloms Area 1.8121 Acres Remaining area per unit ............. 6,205 sq.ft. Total Area of Impervious Surface ....... 13.1154 Acres Area of Private Drives (Bayhomes)... 78,936 sq.ft. Area of Single Family Driveways .... 03,187 eq.ft. Area of Public Street Pavement ..... 146,336 sq.ft. Area of Sidewalk ................... 54,799 eq.ft. Area of Rooftop .................... 208,046 sq.ft. Lal LY.tM, b..k1 bt 1 -1.w q.It. ( o.pN xr•e) _k1 bt S t":. p.N. blr 1 b1 S Iawf.w M.N. blest 1 bt • a»e.w N.N. ! O.Sotl azrse) -t1 bt • 1Nw.10 N.It. ( o rse) biwk 1 lot • 1SWe 01 N•ft. ( o.3.N azrx) black 1 let 1 1t3w.13 N/t. ( o rea) biwk 1 let s tOn•. 11 N.N. ( o.3•]a azxe) b3wY 1 Lt s n?)•.N q.1t. ( o.xaw wree) nwY 1 let 10 +NY•.n N.n. ( o.zaax azr..) pwY 1 la n +ea».n Net. ( o.»•a xne) hawk 1 See 15 tt>N.N N•fl. ( o.wef wreq pwY 1 Set fi .Nf.M N•n. ( 0 ne) blestI let 11 1 10.N y.fl. ( o xe) biwk 1 lot le 10eN.w y.11. ( o.3N0 wxv) b1 1 let 11 N».tl y.N. ( O.Stw wxe) bi-k 1 Sat 11 .a0.10 N•It. ( 0.91M wree) biwk 1 let N 11»J.1S y.11. ( 0.]>» wree) K.0 x let t .Ort..t "fl. biwk x Set 3 .1r.N p.fl. ( o xv) biwk t bt a Hp.» N.11. ( o xe) blest x let • toow.w p.H• 1 o ne) pwk : bl • 4- 0- aao.ar N": "ft: ( 0 na) blest x b1 e t »e.w N.N. 1 0 xv) biwk 3 b1 > to»0.» N•11. ( O.Sww xree) blest x lel a 131II.30 q.11. ( a res) b3ecY ] b< • D1N.w p.f/. ( 0 xeJ blest S Lt 10 •»e.N y.11. 1 0 ne) blwh S b1 N ft -ft "At. 1 e.2u b1-1 a lel 1 "":It N.M. ( 0.!111 wxe) hlwY a bl a •0I1Ne.]OrD wree) biwk 91st a •N1.II p.N. f O.S1li wne) biwk 9 bt • 131».N N•M. ( 0 xe) blest a LI a 1»n.tt p. N. ( O.aa! ewcnq b1wM a be a tNa.N p. N. ( 0 rx) black 1 lel 1 ft».r1 p.N. ( o.a01 wrx) b1xM J lee a ».x0 N.M. ( O.irt wrxj b1acM J let D 1f�r.r3 p.M. ( O.SIN wax) blest J let 10 1aar.p p.N. ( O.JI» wree) bbcY a let 11 1W1.+0 p.M. ( O.J1» wrx) biwk a Le to feN.p p.M. ( 0.]lw xree) YSwY a b< to fOw.N p.M. I 0.]0» wne) biwk a See 1• •Ia.N N.N. ( O.Sr> wxe) U.Y • b1 1 1N1J.N y.N. ( o.wto wree) biwk •let ] tNr.w q.M, ( O.a1N wree) biwk •tel a 11J1t.N M.N. ( e.Na wrx) -t •lel • 11fr.N p.N. ( .t.. • let • 113w.N N•N. resj e1wY a let • 1t•m.w y,N. ( 0 rva) black •let r 11fa.N N•N. ( O.SON wree) b1wM • bt • traa.p N.n. ( o0 rea) black •lot • N.N N.N. 1 .nOS wree) blest • Lt 10 1»N.N N•N. ( O.Spe Nru) biwk 9 Ll It 1+oa.f1 q.N. 1 0.»N wrro) biwk• bl 1 taar.tl W".( o res) blwk • bl i 111r.M N.N. ( o rxj pwk t 1N 0 11M.w N.N. ( e rx) kWk • W . twfl.a N•N. ( 0.5>p rroy " k a bt . 1•en.w y.N• 1 o xv) wk a b1 1 1•tII.ri y.N. 1 O.Np srro) pwk e L 1 12•Y,. W N•n. 1 0.»p wrx) y.N. 1 0.»11 wrx) biwk 0 b1 • 1bq.N p.N. 1 O.wN wap) Ylwk a b1 10 1Ntl. to N•N. 1 ..t•N rex) blxk a b< 11 I]NJ.N N•n. ( e.ip0 Nen) biwk• b1 1] flJN.II N•N. ( e.toN wne) -ks lel » 1fsN.r• N•N. 1 wp01 ww) biwk • b< 1 taap.r N•It. ( 0.•D11 Nrx) pwk . bl x telr.w p. N. ( e.3ne este.) pwk J b1 J SNl•.M N.ft. ( e.Nw Nr..) September 9th, 2904 Revision 1 t Developer: Solid Ground Development Rick Harrison Site Design Studio 8832 7th Avenue North - Golden valley, MN 55427 CopydpM2003 Rick HwAsse Site 0e319n SWd10 vxw.MOdp)enning-, EXHIBIT B OCT.21.2004 4:33PM NO. 574 P.2/8 Item 7.4 ENGINEERING REVIEW Review No. 3 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. Brent Larson Date: October 21, 2004 Proposed Development: Remington Coves Street Location of Property: A portion of the NE'/4 of the NW1/ of Section 31, T121, R24, 40.38+ Acres, E of Zimmer Farms development between 67W Street NE and future 70 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 bej 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) \1HaOlkShared DocsWuniclpailAotsego22pc12277\ot2277RVW3.doc OCT.21.2004 4:33PM NO.574 P.3i8 TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET SANITARY SEWER AND WATERMAIN PLAN STORM SEWER AND STREET PLAN DETAILS GRADING, DRAINAGE & EROSION CONTROL PLAN STORM SEWER AND INLET SPREAD CALCULATIONS - HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION MaOlxShafed DocslMunlclpaMots®go22x=77\ot2277RVW3.doc OCT.21.2004 4:33PM N0.574 P.4i8 INFORMATION AVAILABLE Preliminary Plat of Remington Coves, 10/1/04 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; 10/4/04 revision, by Plowe Engineering, Inc, Technical Specifications for Remington Coves, 8/16/04, by Plowe Engineering, Inc. Final Plat of Remington Coves, 10/4/04 revision, by E,G. Rud & Sons, Inc, Storm Sewer Calculations for Remington Coves, 10/4/04 revision, by Plowe Engineering, Inc. Drainage Calculations for Remington Coves, 9/15/04 revision, by Plowe Engineering, Inc. Inlet Spread Calculations for, Remington Coves, 10/18/04,;by Plowe Engineering, Inc. Construction Plans for Remington Coves, 10/18/04, 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, 10/14/b2 National Wetland Inventory Map, 1991 FINAL PLAT 1. Lots abutting collector streets shall have a 65' setback from the R.O.W. Please revise the bayhomes abutting 70th Street NE to have a minimum 65' setback. 2. Streets shall have a 100' tangent between reverse horizontal curves, 3. Horizontal curves shall have a minimum radius of 250' unless approved under the PUD. 4. 20' drainage and utility easements centered over the storm sewer pipe between Block 7, Lots 4 & 5 and in the rear yards of Block klots 9, 10, and 11 are required. Page 9 Ma01\Shered I)ocs\MunlcipaMotsego22m=77\ot2277RWV3.doc OCT.21.2004 4:33PM NO.574 P.5/8 5. The meandering sidewalk raises issues with the small utilities that are place between the sidewalk and the R.O.W. 6. The wetland mitigation plan is under review. Any requirements or changes to the plan required by the T.E.P. must be incorporated into the plan. 7. 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.) CONSTRUCTION PLANS COVER SHEET 1. Label 67th Court N.E. 3. The NWL and HWL, elevations are incorrect for Pond 6. Please revise on all sheets. 4. The HWL elevation for Pond 5 is incorrect, Please revise on all sheets. 5. The street through the Bayhome area needs a name. We suggest 690 Lane NE, 6. Please use a smaller scale vicinity map to show the projects location. 7. Sheet 14 is missing from the plan set. 8. Sheet 8 does not include the storm sewer for 69th Street NE (East) as indicated in the sheet index. 9. Sheet 9, should be 69th Street NE (East) Storm Sewer. SANITARY SEWER AND WATERMAIN PLAN (SHEETS 2.6) 1. The sanitary and water services for many lots are shown to extend into the building setbacks and/or building pads. Please revise to depict services stopping short of the building setbacks., 2. Please show the sidewalk in the plans. Any water service curb stops located in the sidewalk shall be relocated. 3. Please move the lot numbers to so they do not overlap the sanitary and water service information. (All sheets) 4. Insulation is required where watermain crosses storm sewer with less than 2' of separation. Maintain a minimum 12" of separation between watermain and storm sewer with insulation or 2' of separation without, including water and sanitary service crossings and hydrant lead crossings. ,Page 2 MHoOlMaled DocsWlunlapaMet ago22xxA22771ot2277RVW3.doc OCT.21.2004 4:34PM NO.574 P.6i8 5. Please add note: Curb stop covers are required over any water service curb stop located within bituminous areas. 6, General Notes #5 has the Engineer for the City of Blaine as the contact for inspection of utility work. Please revise. 7, Include Block numbers. 8, Sheet 2, verify the invert of the existing sanitary sewer stub at the east end of 69th Street NE. It appears the elevation called out in the plan view is incorrect. 9, Sheet 2 & 5, the 8" gate valve immediately south of the cul-de-sac on Mason Court NE is not needed if the connection to the existing watermain on 67th Street NE is made with an 8" gate; valve. 10. Sheet 5, relocating water curb stops would require, splicing the 1" copper services, which is not allowed. We recommend relocating the sidewalk to avoid the in place services. 11. Sheet 5, label MH 2 as existing and include the missing invert elevation. 12. Sheet 5 & 6, include the direction of the inverts for sl anitary MH 7 and Existing MH 2. 13. Sheet 6, bends in the sanitary services are not allowed within the R.O.W. Example Block 3, Lot 6. 14. Sheet 6, sanitary MH 3 should have a 0.1' drop thru the manhole. 15. Sheet 6, the profile for Mason Avenue NE depicts and labels all of the sanitary sewer and watermain at existing. Please revise. 16. Sheet 6, the first 20' of the upstream pipe out of a drop MH 2 and MH 7 must be DIP. STORM SEWER AND STREET PLAN (SHEETS_ 7-1.21 1. Per City Standards, 'catch basins castings shall be sumped 2" below gutterline, manholes castings shall be adjusted to 1/4" 3/8" below finished grade, and gate/butterfly valves boxes shall be adjusted to 1/2" below finished grade. 2. Much of the storm sewer in the construction plans does not match the storm sewer calculations, Please verify the correct pipe lengths, sizes, grades, inverts, and layout and revise the plans accordingly. 3. The dimensioning of streets and cul-de-sacs vary between measuring to the back of curb and gutter and others are the face or front of the curb and gutter. Please dimension to the back of curb. 4. All storm structures shall be labeled as CB, CBMK or STMH. Currently many catch basin manholes are called out as just catch basins'iand some storm sewer manholes are labeled as catch basin manholes. Page 3 \\Ha01\Shared Docs\MunlclpaMotsego2Zc=77\at2277RVW3.doc OCT.21.2004 4:34PM NO. 574 P.7/8 I 5. Some storm sewer manholes are not drawn to scale in the profiles. Please revise. 6. Sheet 7, the storm sewer from CBMH 16 to Pond 4 must be included in the profile. 7. Sheet 7, provide a minimum of 1.5' of cover over the storm sewer at C.B. 13. 8. Sheet 9, the CBMH's placed along Pond 8's outletishall be STMH's. Storm water must be treated before being discharged into the wetland. 9. Sheet 9, the need for a second storm sewer outlet . -for Pond 8 is unclear. 10. Sheet 9, the invert of Pond 8's outlet pipe to Pond:7 is above the 100 -year HWL of 957.41. Please verify this elevation. 11. Sheet 9, an 18" RCP Apron is called out for a 15" pipe east of CBMH 55. 12. Sheet 9, the profile for CB 56 to CBMH 55 is incorrect. Please revise. 13. Sheet 10, the finished street elevation over Pond 6! outlet is incorrectly depicted, The grading plan shows the elevation at approximately 956. This would leave the top of the 15" culvert exposed, Please revise. 14. Sheet 10, provide 0.8 diameter points fall through CBMH 38 when increasing pipe size. 15. Sheet 11, 67h Street NE has a grade of 0.49% near station 8+50. Please revise to a minimum of 0.60%. 16, Sheet 11, verify if the, existing catch basin down stream of C.B.M.H. 7 was installed as shown on the plans or if it was eliminated with the redesign of 67"' Street NE. 17. Sheet 12, the inverts for CBMH 24 is incorrect. Please revise. 18. Sheet 13, storm sewer outlet from Pond 1 should be extended another 300' to the pond in Otsego Preserve. 19. Sheet 13, theey� inlet and outlet for Pond 2 are too close and would cause short- circuiting in the pond. Please relocate the outlet further to the west. 20. The storm sewer from Pond 1 to the Otsego Preserve pond shall be located entirely in the 10' easement along the east property lines of the lots in Otsego Preserve, 22. Provide outlet structure details. DETAILS (SHEETS 13,18) 1. No Comments. Page 4 MaMShared Docs\MunicipalWoWgo22nc12277\ot2277RVW3.doc OCT.21.2004 4:34PM STORM SEWER AND INLET SPREAD CALCULATIONS 1. Outlets to Pond 5 have inverts 0.5' above the NWI-. 2. See Storm Sewer and Street comment #2. HYDROLOGY REPORT NO. 574 P.8/8 1. Pond 3 drains through an existing 15" FES routed,through the Zimmer Farms storm sewer. The hydrology report has a 7" orifice/grate;;and a 10' long x 1.0' high Sharp - Crested Weir routed to the existing 15" FES. An outlet structure like Standard Plate # 403 with an overtlow;grate and 7" hole in the weir shall be used to route the storm runoff from Pond 3 to the existing storm sewer. GRADING, DRAINAGE:& EROSION CONTROL'.PLANS 1. Grading Plans dated 10/4/04 have been received and are under review. SUMMARY AND/OR RECOMMENDATION Revise and resubmit. Page 5 MaMkShared DocslMunlclpeMoISe9e22XX\2277\ot2277RVW3.doc 11 NORTHWEST ASSOCIATED !I 7� I!✓ I1I1 7-5 I CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555; St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Planning Commission FROM: Laurie Shives/Daniel Licht, AICP APPLICATION: Otsego — Duerr Creek; Final Plat i REPORT DATE: 19 October 2004 NAC FILE: BACKGROUND 176.02 — 04.07 Heritage Development, Inc. has submitted application, for a final plat for Duerr Creek consisting of 75 single family lots on 40 acres located north of 70th Street NE and approximately one-quarter!mile east of County Road 191�(Labeaux Avenue NE). The subject site is guided for low-density residential land uses within the west sanitary sewer service district established by the Comprehensive Plan. The subject property is zoned R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District per a zoning amendment as a part of preliminary plat approval on 12 April 2004. The R-6 District allows for single family homes as a ,permitted use. Portions of the subject property are within'the Shoreland Overlay District of Otsego Creek. Exhibits: A. Site Location Map B. Preliminary Plat C. Final Plat D. Landscape, Street Signage and Lighting Plan ANALYSIS Preliminary Plat Consistency. The preliminary plat has been revised to show 75 single family lots; down slightly from 77 lots approved with the preliminary plat. Although the Shoreland Overlay District is not shown on the revised preliminary plat, by measuring 300 feet out from the centerline of Otsego Creek, it is apparent that several lots are not complaint with the required 75 foot lot width for lots within a Shoreland Overlay District. The lots in question include Lots 9, 10, 16, 19 and 20,,Block 2 and Lots 8 and 17,', Block 1. The preliminary and final plats must be revised to meet applicable Shoreland District lot requirements. Park and Trail Dedication. Park and trail dedication requirements are to be satisfied as a cash fee in lieu of land equal to $2,820 per dwelling unit — a total sum of $211,500. Landscape Plan. A landscape plan has been submitted showing the required two trees per lot. However, as required by Sec. 20-16-7.D of the Zoning Ordinance, the landscape plan must also include buffer plantings along frontage to 70th Street. A revised landscape plan must be submitted. Grading and Drainage. Final grading, drainage and erosion control plans and subject to the review and approval ,of the City Engineer. Utilities. The utility plan is subject to the review and approval of the City Engineer. Development Contract. The applicant is required to enter into a development agreement with the City and pay all applicable fees and'securities upon approval of a final plat. The development contract is subject to review and approval of the City Attorney. RECOMMENDATION The proposed Duerr Creek Final Plat is consistent with the approved preliminary plat, the Zoning and Subdivision Ordinances, but is still not compliant with the Shoreland District regulations. Our office recommends approval of'the requested final plat, subject to the conditions below: A. Motion to approve the final plat for Duerr Creek subject to the following conditions: 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. 2. The preliminaryplat must be revised to illustrate the Shoreland Overlay District of Otsego Creek. All lots within that .district must be no less than 75 feet in width, land lots that are not complaint with this regulation must be resized. 3. The landscape plan must be revised and adhere to Section 20-16-7.D and include a residential buffer yard along 70th Street, subject to staff approval. 2 4. The developer must make a cash contribution in lieu of land of $211,500 in order to satisfy the City's park and trail dedication requirements. 5. The applicant shall enter into a development contract with the City and post all required securities and pay applicable fees,, subject to review and approval of the City Attorney. B. Motion to deny the final plat on a finding that the proposed development does not conform to the requirements of the Zoning Ordinance, Subdivision Ordinance or Engineering Manual. C. Motion to table. pc. Mike Robertson Judy Hudson Andy MacArther Ron Wagner Todd Foster 3 OTSEGO ON THE GREAT RIVER ROAD Poll NAC BASE MAPDADI PROVIDED BY Anderson Assoc.,Inc. PREPARED-0CTOBER 2001 NOTE: THIS MAP IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR EXACT -MEASUREMENT. C ``EGO 0 VICINITY MAP TOTAL AREA - 40.00 ACRES / 1,742,430 S.F. R/W AREA = 2.83 ACRES / 123,337.55 S.F." SINGLE FAMILY LOTS - 77 SINGLE FAMILY DENSITY =77/400=1.93 AREA OF EXIST. WETLANDS=1.51 ACRES / 65.990 S.F. EXISTING ZONING - AGRICULTURAL LOIS/ACRE PROPOSED ZONING - R-4 PROPERTY OWNERS RONALD B NANCY DUERR 1123() 70ST NE ALBERTVILLE MN., 55301 PROPERTY DESCRIPTION Tltal pfd .1 1.. Ea11 Neo dl lve SdulNwe91 Ouedu elq llte E9 W.Na11 al IAr E911 Ilall PI.IAe Weu Mod dl Nv S9PD— Ou11e1 dl S—om 25, Tdwm N, 121, Radge 2a, Wti9u1 CPudy. MWI—A d -101d e1-1: Oep9miip rl um n ee Eru Nal 91 mr Eau we d In Weu wv q In Sounveu ouane,.lnrteaai rnvaaaunw nviq q Nwm d nePuee ss mi,wee K ereeme Eau, e4pw�vuw uu Eral Narq me Eau Nr9que Weu uaadme Swan.vu Own., r tiwrcv 91 t]]e55 Nal; Inrcr Saun>r apnea e) m'eurea S6 awum Eeu a t95 ))1 aNmirce eau, yravq my w w�gnen�tl na Saq �u Owner r mato d etq t9r9.]) le 1a'e'O uq eauW a d=h= v4 WWeellm�rc p � n N.e d vm Sean. Y Owna 9 egtYrce mr nw al C L 1000 EA51 I451A S]REET. WRNSWI.E. IONNESO]A 55337 PN (952)432-3000 D UERR CREEK s Y ' � 'ar ' I ♦� .J it�i ti 73ROSTRcvT \ \gyp 'W lu 10 a„ Lunn,, GO �1 Lim \ 3 F a5P 36;0 til. RMOE 2f. 145 M /SSOIIEO BFMDOOF I m} II I T�lo KMIIR OC' SC DT wE51. • MWTES DiOR RU4 Fe— BEDO6FEElwwOM O OEROTESVIDORBxlaweiaw A SEI. ItVwEO Bx lOERSE RUNBER MOMODUM 591E Oi LDIES,Iaa.E550IRERWLSE 6Rpvn OR TIE FUT, IDbF. 1b MSwep 61IORN 01111D:iUT MD10ffETNwOM MOMlOWW05TREEl lwE3, MOREM IOTlWE91a6ES40TK:RR6E �� TE91°YICM BY II wCH IROR PD£10 SOWN OR 111E RAT. gE SETvnTRW 1YEM OF RECORdRG 11¢S PUI, F4RFE0 BY LOERSE ROYDER 180p6 _ R F R 70' I_,--F.m 1K In :.n aF'ilci'v TI/. T 1,—Y san, lKi6 sI�K v �/. or VS1- 1Y�al X11 NORTH I00 B 100 100 3w Scale m Feel VICINITY MAP mw sra¢r K e 1a 1a e 4 f— r .0 8g 1a a pUe4CE MO0141Y fA5El1ER15 I.RE a—TK45: , 4�_ GO �1 5 TRE SOOTR lwE OF TME SOu11rnE51 g4RTER OF SECTOR ES, tOWR5Rp N II 5 —�-I Fr til. RMOE 2f. 145 M /SSOIIEO BFMDOOF I m} II I T�lo KMIIR OC' SC DT wE51. • MWTES DiOR RU4 Fe— BEDO6FEElwwOM O OEROTESVIDORBxlaweiaw A SEI. ItVwEO Bx lOERSE RUNBER MOMODUM 591E Oi LDIES,Iaa.E550IRERWLSE 6Rpvn OR TIE FUT, IDbF. 1b MSwep 61IORN 01111D:iUT MD10ffETNwOM MOMlOWW05TREEl lwE3, MOREM IOTlWE91a6ES40TK:RR6E �� TE91°YICM BY II wCH IROR PD£10 SOWN OR 111E RAT. gE SETvnTRW 1YEM OF RECORdRG 11¢S PUI, F4RFE0 BY LOERSE ROYDER 180p6 THIS PLAN DOES NOT HAVE FINAL CITY APPROVAL. flOBE �m4�m mnc,diz P NGINEERING COMPANY, INC. SHEET 2 OF 2 SHE ETS_j 10vuIes"Ir � rout ■:.� � i� I �,—=,_G,. `—`�, _ � .. -_ _-_.. _ �� O ., •� -� `. � --`. ='� ice; �II I�p � � �mmmmmm 7 mvlli ■![i _ M ilt o I o 0 0 >M o PLANTING SCHEDULE — SINGLE FAMILY LO S DECIDUOUSiREE3 ob>PoPIIaw SIZE ii".O Jrtln G . Oram Am (YOMvI) Palmer. Sammi, 2' etre 45 NA - NeelOeNy. CtlW ootlde�na9e L- l l RM NW.. Royal Red 2' DAL M AY - Wpb. Auburn Blare 2' W M 1 2MeN —x-- — v�\ NORTH C—(9 N G E P T I P I� A �l I I I I I I loo B ,ao mo 9oB ) (8 0 H R ) i Iii �� Powo r v\� �•' SIBnaGo Symbol Quantity NOTE ..`7B Stop Sign(W)N.I.4 Turn Sign A 2 1. CRY OF OTSEGG WILL INSTALL 8TOP MEN It STREET NAPE&GNB AT LAMBERT AVE., LAYBEIff CItT., TISTSTREETNEANO LARGEAM \ T7 )^ ij 26 I�' `J� II 7 II S II i 14`\�l B EIecWOLiBI,2 Pole 16 25 � rout ■:.� � i� I �,—=,_G,. `—`�, _ � .. -_ _-_.. _ �� O ., •� -� `. � --`. ='� ice; �II I�p � � �mmmmmm 7 mvlli ■![i _ M ilt o I o 0 0 >M o PLANTING SCHEDULE — SINGLE FAMILY LO S DECIDUOUSiREE3 ob>PoPIIaw SIZE ii".O Jrtln G . Oram Am (YOMvI) Palmer. Sammi, 2' etre 45 NA - NeelOeNy. CtlW ootlde�na9e 2' RM NW.. Royal Red 2' DAL M AY - Wpb. Auburn Blare 2' W M 1 2MeN 179 Iii �� � �� ® r v\� �•' � rout ■:.� � i� I �,—=,_G,. `—`�, _ � .. -_ _-_.. _ �� O ., •� -� `. � --`. ='� ice; �II I�p � � �mmmmmm 7 mvlli ■![i _ M ilt o I o 0 0 >M o PLANTING SCHEDULE — SINGLE FAMILY LO S DECIDUOUSiREE3 ob>PoPIIaw SIZE ii".O Jrtln G . Oram Am (YOMvI) Palmer. Sammi, 2' etre 45 NA - NeelOeNy. CtlW ootlde�na9e 2' RM NW.. Royal Red 2' DAL M AY - Wpb. Auburn Blare 2' W M 1 2MeN 179 Ip®I milt ,IaT ➢m Mx N PLANNERS and IAMB wavL,^GRs v� ' " " °AY ROBE `°"�`"'� `"" `ND "'� ENGINEERING Moo > RR pRRD. COMPRNY, INC. ' 1000 FAST 148. STREET, BURNSVILLE, uINNESOVA 5855? PN (852)4.12-7000 ' REV619N9 PIIEP/RED TOR:. _ HEWAGE DEVELOPMENT T. EAST CO. 551 G ST. PAUL MN. SSI17 aRraln r~M Landscape, Street Signage and Li htin Plan P + 9 9 9 9 DUERR CREEK OTSEGO. MINNESOTA pan 1 ' CITY OF OTSEGO. CITY ENGINEER COUNCIL AGENDA ITEMS COUNCIL MEETING 10/21/04 Engineer Agenda Item 8.1 Approve Sewer Cleaning Bid. Item 8.2 Consider Order No. 5 for the 77th Street Pumphouse. Item 8.3 Consider Change Order #3 for Trunk Water, Sanitary Sewer and West WWTP Access Road. Item 8.4 Discussion on Maciver Avenue and West Development. Council Agenda Items, Page 1 Ma01\Shared Docs\M u n icipa RAOTS EGO\901 \2004\ot901 Eng i nee rlAgenda10-21-04,doc Hakanson Anderson Assoc.,lnc. CONTRACT CHANGE ORDER I --Order No:- 5 - Date: October 11, 2004 Project: City of Otsego Project 03-04, Water Treatment Plant/ Pumphouse, Well Pumps #4 & #5 and SCADA System Owner: City of Otsego To: EnComm Midwest, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price 1. Add line Item Revise finish on reclaim base $ 994.00 2. Add line Item Revise outer casing and grout, Well #5 $ 836.00 Totals $ 1,830.00 Net Change in Contract $ 1,830.00 Original Contract Amount $ 802,707.00 Previous contract changes, Change Order # 1 to # 4 $ 64,140.00 Prior approved contract amount i$ 867,847.00 Total contract including this and previous change orders j$ 869,677.00 Due to this change order, the contract period will be unchanged; Original contract period: Substantial completion by December 25, 2003. Change contract period from previous Change Order N/A Contract period including this and :all previous change orders: For All work Except Completion of Well #5: Substantial Completion by April 30, 2004 . For Completion of Well #5: Substantial Completion by June 10. 2004 This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: (Owner's Architect/Engineer) (Contractor) 4pproved by: For the Owner (Name and Title) Date Date Date This information will be used as a record of any changes to the original construction contract. Ma01\Shared DocsWunicipaKAOTSEG015761CONSTRUCTION CORRESPONDENCElOT516 CHANGE ORDER NO.5.doc Hakanson Anderson il-INAssoc.,Inc. - - ITEM _7_.. Order No. 3 . Date: October 11, 2004 CONTRACT CHANGE ORDER Project: City of Otsego Project 03-06 Trunk Watermain, Sanitary Sewer and Access Road Owner: City of Otsego To: LaTour Construction, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE ..DECREASE I.n Contract Price in Contract Price 1. Add line item # 35A, Providing`water for water testing prior to completion of wells @ $ 6,480.00,/ LUMP SUM $ 6,480.00 2. Add line item # 40-B, Repaired Fire Hydrant and valves damaged by Private Utility @ $ 4,164.00 / LUMP SUM $ 4,164.00 �. Add line item # 15-A, 4,200 SY, Wood Fiber Blanket for Special Seeding $ 1.50 / SY $ 6,300.00 Totals $16,944.00 0 Net Change in Contract $16;944.00 Original Contract Amount $ 693,407.65 Previous contract changes, Change Order # 1 to # 2 $ 27,224.10 Prior approved contract amount $720,631.75 Total contract including this and previous change orders $737,575.75 \\Ha01\Shared Docs\MunicipaKAOTSEGO\517\CONSTRUCTION CORRESPONDENCE\OT517 CHANGE ORDER NO.3.doc , Iustification: k1) The new wells were not completed in time to provide water for the testing of the 16" trunk line. The contractor had to haul in and pump the water into the new lines. (2) A private utility ( we think Sprint) trenched in a cable right on top of the fire hydrants and vplves. (3) The wood fiber blanket was needed to quickly stabilize the front yard areas of two lots that had complained. Due to the change order, the contract period will be increased: 14 days Original contract period: Substantial completion by October 3, 2003. Change. contract period from previous Change Order 14 days Contract period including this and all previous change orders Substantial Completion by January 31, 2004. This document will. become a. supplement to the contract and all provisions will apply hereto. Recommended: Cccepted: Approved by: For the Owner (Name and Title) �d' Date D O� Date Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Docs\Municipal\AOTSEGO\517\CONSTRUCTION CORRESPONDENCE\OT517 CHANGE ORDER NO.3.doc Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe- David R. Wendorf Kristen H. Carr *Also licensed in Illinois "Also licensed in California October 20, 2004 Ms. Judy Hudson, City Clerk City of Otsego 8899 Nashua Ave. NE Otsego, MN 55330 Dear Judy, i� COURT, MACARTHUR & RUPPE, P. L. L. P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 553 76-03 69 (763) 497-1930 (763) 497-2599 (FAX) coutimacarthur@earthlink.net Re: Records Retention f - - ATtENe� 9_-1 i Enclosed for City Council consideration is a Resolution Adopting the General Records Retention Schedule for Minnesota Cities, as well as other; information for your reference. Please note that after adoption, you must file the Notification of Adoption with the Minnesota Historical Society. A copy of that document is enclosed. As you can see, there are various sections of the Schedule, and some may'not currently apply to the City of Otsego (i.e. Health Services). However, it is recommended that the City adopts the entire schedule even if your office does not have all the records listed on it. The Historical Society will sign and return the Notification form to you. From that point on, you will have the authority to dispose of records pursuant to the Schedule. Included with the enclosures is further information about what to do if you wish to retain information longer than the required retention or if you wish to destroy records not listed on the Schedule. If you have any questions, please feel free to contact me. Very Truly Yours, Kristen H. Carr COURI, MACARTHUR & RUPPE, PLLP CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION 2004-66 RESOLUTION ADOPTING THE GENERAL RECORDS RETENTION SCHEDULE FOR MINNESOTA:; CITIES WHEREAS, the City of Otsego wishes to adopt a plan for managing its governmental records and obtain continuing authority to dispose of records under Minnesota Statutes section 138.17; and WHEREAS, the City General Records Retention Schedule establishes minimum retention periods for city records based on their administrative, fiscal, legal and historical value and lists records that are common to cities and identifies how long to retain them. NOW, THEREFORE, BE IT RESOLVED by the City of Otsego that the City General Records Retention Schedule as updated by city clerks iand officials representing the Minnesota Clerks and Finance Officers Association in March 2003 is hereby adopted. BE IT FURTHER RESOLVED that the City Clerk will notify the State Archives Department of the Minnesota Historical Society that the City of Otsego has adopted the schedule and by doing so the City will be authorized to. -use all future revisions to the schedule. Motion for adoption of resolution by seconded by at the meeting of the Otsego City 'Council on the day of 12004. IN FAVOR: OPPOSED: CITY, OF OTSEGO Larry,Fournier, Mayor ATTEST Judy Hudson, City Clerk 0 -rt --M -1.1-2 LEAGUE OF MINNESOTA CITIES INSURANCE TRUST - LIABILITY COVERAGE -WAIVER FORM Cities obtaining liability coverage from the League of Minnesota Cities Insurance Trust must decide 1. whether or not to waive the statutory tort liability limits to the extent of the coverage purchased. The decision to waive or not to waive the statutory limits has the following effects: If the city does not waive the statutory tort limits, an individual claimant would be able to recover no more than $300,000.on any claim to which the statutory tort limits apply. The total which all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would be limited to $1,000,000. These, statutory tort limits would apply regardless of whether or not the city purchases the optional excess liability coverage. If the city waives the statutory tort limits and does not purchase excess liability coverage, a single claimant could potentially recover up to $1,000,000. on a single occurrence. The total which all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would also be limited to $1,000,000., regardless of the number of claimants. If the city waives the statutory tort limits and purchases excess liability coverage, a single claimant could potentially recover an amount up to the limit of the coverage purchased. The total which all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would also be limited to the amount of coverage purchased, regardlessof the number of claimants. Claims to which the statutory municipal tort limits do not apply are not affected by this decision. This decision must be made by the city council. Cities purchasingi coverage must complete and return this form to LMCIT before the effective date of the coverage. For further information, contact LMCIT. You may also wish to discuss these issues with your city attorney. accepts liability coverage limits of $ Minnesota Cities Insurance Trust (LMCIT). from the League of Check one: ❑ The city DOES NOT WAIVE the monetary limits on municipal tort liability established by Minnesota Statutes 466.04. ❑ The city WAIVES the monetary limits on tort liability established by Minnesota Statutes 466.04, to the extent of the limits of the liability coverage obtained from LMCIT. Date of city council meeting Signature Position Return this completed form to LMCIT, 145 University Ave. W., St. Paul, MN. 55103-2044 LMCIT (11/00)(Rev.11/03) Page 1 of 1 CITY OF OTSEGO REQUEST FOR COUNCIL ACTION AGENDA SECTION DEPARTMENT MEETING DATE Item 12. Clerk's 10-25-04 ITEM NUMBER: ITEM DESCRIPTION: PREPARED BY: 12.1 Fire Assessments Judy Hudson, Clerk L Gary Groen, Kathy Grover and myself reviewed the fire assessments and recommend the following increases for Year 2005. Current Rate Approx. Bal as of 12-31-04 Albertville `Monticello Rogers Elk River $75.50 $55.50 $60.50 $55.50 $10,000 $4,500 $10,000 $300,000 Recommend $75.50 $75.50 $75.50 I $75.50 For Y2005