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08-12-02 CCCLADVIS LIST CITY COUNCIL MEETING AUGUST 12,2002 TO: Judy Hudson ITEM 5. 1. e e Attached is the Claims List for the City Council. For more details, Please ref r to th Check Detail Registers. If you have any questions regarding this service, Please let me know. Claims Register 7-31-2002 S 3,300.00 8-01-2002 $38,165.56 8-07-2002 $96,872.43 GRAND TOTAL $138,337." If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper —.. . �. %.0 1 %J"%J%j U/131/02 2:19 PM *Check Summary Register@ Page 1 JULY 2002 Name Check Date Chec* Amt 10100 BANKOFELKRIVER UnPajd RICHARO & REBECCA EMERY S3,300.00 Total Checks $3.300.00 FILTER: None Cff Y OF OT5EGO 07/31/02 2:19 PM Page 1 *Check Detail Reqister@ JULY 2002 10100 BANKCFELKRIVER Unpaid RICHARD & REBECCA EMERY E 420-43100-301 Legal SwAces $3,300.00 EASEMENT/PAGE AVE Total RICHARD & REBECCA EMERY $3,300.00 10100 BANKOFELKRIVER $3,300.00 FILTER: None 10100 13ANKOFELKRIVER UnPaid JERRY OLSON FILTER: None --- - %.#§ %If I Q0 G;. %2 %J *Check Summary Register@ AUGUST 2002 Name Check Date Check Amt $38,165.56 Total Checks $38,165.56 08/01/02 3:03 PM Page 1 Cff Y OF OTSEGO *Check Detail Register@ AUGUST 2002 10100 BANIKOFELKRIVER E 250-42410-390 Contracted SwAces $38,165.56 7/02 JULY 2002 PERMITS Total JERRY OLSON $38,165.56 10100 BANKOFELKRIVER $38,166.56 FILTER: None 08101/02 3:03 PM Page 1 U I Y UF OTSEGO *Check Summary RegisterC AUGUST 2002 Name Check Date Check Amt 10100 BANKOFELKRIVER UnPaid ABDO A1300 EICK & MEYERS LLP UnPaid ARCON CONSTRUCTION CO UnPaid BUSINESS FORMS AND ACCOUNTING UnPaid CHRISTIAN BUILDERS INC UnPaid COURI MACARTHUR LAW OFFICE UnPaid DAVID CHASE UnPaid DEHN TREE COMPANY UnPaid DJ'S HEATING & AIR COND UnPaid DJ'S TOTAL HOME CENTER UnPaid DRAKE CONSTRUCTION, INC. UnPaid ECM PUBLISHERS INC UnPaid ELECTION SYSTEMS & SOFTWARE UnPaid ELK RIVER PRINTING & PARTY PLU UnPaid EXCEPTIONAL HOMES INC UnPaid FINKEN'S WATER CARE UnPaid GREGORY& EDNA KNOLL UnPaid H G WEBER OIL COMPANY UnPaid HEARTHSTONE BUILDERS UnPaid JUOYBEAUDRY UnPaid KNISLEY CONSTRUCTION INC UnPaid KNUTSON RICK UnPaid LONG & SONS UnPaid NAPA OF ELK RIVER INC 'nPaid PRINCIPAL FINANCIAL GROUP Paid STS CONSULTANT'S LTD - ,JnPaid SUPERIOR LAWN &SNOW UnPaid TOSHIBA AMERICA INFO SYS INC UnPaid WRIGHT COUNTY AUDITOR -TREASURE UnPaid WRIGHT-HENNEPIN CO-OP ELECTRIC Total Checks FILTER: None $7,600.00 $8,271.61 $292.11 $1,000.00 $23,068.76 $30.00 $2,662.50 $140.34 $6.69 $1,000.00 $355.17 $45.15 $46.86 $1,000.00 $174.70 $19,901.25 $468.48 $2,000.00 $103.70 $1,000.00 $30.00 $426.00 $192.22 $480.12 $1,35-9.30 $3.937.31 $211.83 $20,318.33 $750.00 $96.872.43 08107/02 2:51 PM Page 1 CITY OF OTSEGO 08107/C2 2:52 PM Page 1 *Check Detail Re_qister@ AUGUST 2002 ChalliglIllF 1,1 ce Comment 10100 BANKOFELKRIVER Unpaid ABDO ABDO EICK & MEYERS LLP E101-41600-304 Accounting&Audting $7,600.00 2001 AUDIT REPORT Total ABDO ABDO EICK & MEYERS LLP $7,600.00 ARCON CONSTRUCTION CO E 414-43100-530 Improvements Other Than Bidgs $1,497.61 26-1 STONEGATE DRIVEWAY E 601-49400-310 Miscellaneous $2,875.00 26-1 HARDRIVE PUMPHOUSE E 414-43100-530 Improvements Oftw Than Bldgs $3,899.00 26-1 CURB Total ARCON CONSTRUCTION CO $8,271.61 Unpaid BUSINESS FORMS AND ACCOUNTING E 101-41600-201 Office Supplies S292.11 AP CKS Total BUSINESS FORMS AND ACCOUNTING $292.11 Unpaid CHRISTIAN BUILDERS INC ... ... . ..... E702-41400-310 Miscellanecus $1,000.00 8260 PARELL LNDSCP REFUND Total CHRISTIAN BUILDERS INC $1,000.00 Unpaid COURI MACARTHUR LAW OFFICE E 101-41700-301 Legal Services $4,050.00 GENERAL E 415-43251-301 Legal SwAces $520.00 DRAINAGE * 701-21942 Ranch Acres $537.50 RANCH ACRES GRUPA * 701-22321 RIVERPOINTE 2ND $537.50 RIVERPOINTE.2 E 420-43100-301 Legal Services $690.00 PAGE E 415-43251-301 Legal SwAces $1,240.00 WASTEWATER TREATMENT G 701-22313 BLACKWOODS SITE $1,512.50 BLACKWOODS E 405-43100-301 Legal Services $260.00 CHRIST LUTHERAN E 413-43100-301 Legal Services $3,900.00 ODEAN E 101-41700-301 Legal Services $250.00 CABLE G 701-22304 OTSEGO WATERFRONT $4,837.50 WATERFRONT G 701-22312 FEMAIFLOODAREAPARISH $2,800.00 FEMA - PARRISH E 415-43251-301 Legal Services $80.00 DAYTON SEWER E 101-42420-301 Legal Services $20.00 ASLAGSON E 101-42420-301 Legal Services $30.00 JERRY JOHNSON PROP G 701-21938 TMH Development $450.00 DAY PROPERTY G 701-21990 WH LINK $50.00 WH LINK G 701-22314 BARTHELFEEDLOT $250.00 BARTHEL E 434-43100-301 Legal Services $100.00 85TH ST EXTENTION E 101 -41700-301 Legal Services $100.00 MILLER G 701-21941 Pulte Prairie Crk 2nd $106.26 STONEGATE G701-22303 BEAUDRYCUP $140.00 BEAUDRY G 701-21988 Cummings $150.00 CUMMINGS G 701-21970 MEADOWLANDS $187.50 MEADOWLANDS E 101-42420-301 Legal Services $220.00 BALAMUT E 101-41700-301 Legal Services $50.00 MINNEGASCO Total COURI MACARTHUR LAW OFFICE $23,068.76 Unpaid DAVID CHASE E 101-43100-320 Telephone $30.00 AUG CELL PHONE Total DAVID CHASE $30.00 npaid DEHN TREE COMPANY E 101-45200-390 Contracted Services $2,662.50 759 TREE REMOVAUGRIND STUMPS Total DEHN TREE COMPANY $2,662.50 Unpaid DXS HEATING & AIR COND E 101-41940-402 Repairs/Maint Buildingss $140.34 40803 2 AC UNITS REPAIRS U I Y OF OTSEGO *Check Detail Reqister@) AUGUST 2002 C8107/02 2:52 PM Page 2 Total DJ'S HEATING & AIR COND $140.34 Miscellaneous $29.82 Unpaid DJ'S TOTAL HOME CENTER EIOI-43100-310 Miscellaneous $66.73 E101-43100-203 Supplies- General ($12.98) CREDIT Contracted SwAces E101-43100-203 Supplies -General $19.67 577231 WRENCHJBATTERYIPLUGS Total DJ'S TOTAL HOME CENTER $6.69 $174.70 Unpaid -- -- -------- _ ....... DRAKE CONS - T - RUCTI . ON, INC. GR A- ___ --------- -- "&0— Y & EDNA KNOLL . ................................ E702-41400-310 Miscallanecus $1,000.00 Legal Swvices 8182 PADGETT LNDSCP REFU NO ODEAN AVENUE Total DRAKE CONSTRUCTION, INC. $1.000.00 Total GREGORY & EDNA KNOLL $19,901.25 Unpaid ECM PUBLISHERS INC H G WEBER OIL COMPANY EIOI-41400-350 Print/Binding (GENERAL) $272.21 132403 AD FOR BIDS $285.26 44138 E101-41400-350 Print/Binding (GENERAL) $54.44 132406 ORDINANCE Gas & Oil E101-41400-350 Print(Bincling (GENERAL) $28.52 132407 FILING AFFID/CANDIDACY Total H G WEBER OIL COMPANY Total ECM PUBLISHERS INC $355.17 Unpaid Unpaid ELECTION SYSTEMS & SOFTWARE . . ............ ......... . .............. . .................... E 702-41400-310 E101-41400-205 ElectionSupplies $45.15 489C65 ELECTION SUPPLIES Total ELECTION SYSTEMS& SOFTWARE $4S.15 Miscellaneous $1,000.00 Unpaid ELK RIVER PRINTING & PARTY PLU Total HEARTHSTONE BUILDERS $2,000.00 EIOI-41400-203 Supplies - General $46.86 015761 CORRECTION NOTICE Total ELK RIVER PRINTING & PARTY PLU $46.86 R 101-38992 CITY HALL RENT Unpaid EXCEPTIONAL HOMES INC . .................. Total JUDY BEAUDRY E702-41400-310 Miscellaneous $1,000.00 8263 PARELL LNDSCP REFUND Total EXCEPTIONAL HOMES INC $1.000.00 .......................................... Unpaid IFINKEN'S WATER CARE $1,000.00 8260 PADGETT LNOSCP REFUND E 101-41950-310 Miscellaneous $29.82 13620 90TH ST EIOI-43100-310 Miscellaneous $66.73 13474 95TH ST E101-41940-390 Contracted SwAces $78.15 CITY HALL ---- ---------- Total FINKEICS WATER CARE $174.70 Unpaid GR A- ___ --------- -- "&0— Y & EDNA KNOLL E 413-43100-301 Legal Swvices $19,90125 ODEAN AVENUE Total GREGORY & EDNA KNOLL $19,901.25 Unpaid H G WEBER OIL COMPANY E 101-43100-202 Gas & Oil $285.26 44138 DIESEL FUEL E 101-43100-202 Gas & Oil $183-22 44139 GAS Total H G WEBER OIL COMPANY $468.48 Unpaid HEARTHSTONE BUILDERS . . ............ ......... . .............. E 702-41400-310 Miscellaneous $1,000.00 7885 PARK LNDSCP REFUND E 702-41400-310 Miscellaneous $1,000.00 15525 79TH ST LNDSCP REFUND Total HEARTHSTONE BUILDERS $2,000.00 Unpaid JUDY BEAUDRY R 101-38992 CITY HALL RENT $103.70 RENTALREFUND Total JUDY BEAUDRY $103.70 rvpaid KNISLEY CONSTRUCTION INC .......................................... E 702-41400-310 Miscellaneous $1,000.00 8260 PADGETT LNOSCP REFUND Total KNISLEY CONSTRUCTION INC $1,000.00 Unpaid KNUTSON RICK E 101-43100-320 Telephone $30.00 AUG CELL PHONE CITY OF OTSEGO OW07/02 2:52 PM Page 3 *Check Detail Reqister@ AUGUST 2002 Total KNUTSON RICK $30.00 Unpaid LONG & SONS E 101-41940-389 Cleaning Services S426-00 JULY CLEANING Total LONG& SONS $426.00 n NAPA OF ELK RIVER INC . . . ................................ E 101-43100-220 Repair/Maint Supply (GENERAL) $6.95 937991 TRACTOR E 101-43100-220 Repair/Maint Supply (GENERAL) $29.06 938652 OIL/AiR FILTER E 101-43100-220 Repair/Maint Supply (GENERAL) $30.57 938702 OIL/TRAN FILTER MISC E 101-43100-220 RepairiMaint Supply (GENERAL) $131.84 938713 86 CHEVY PU E 101-431OG-220 Repair/Maint Supply (GENERAL) ($23.96) 939118 CREDIT E 101-43100-220 Repair/Maint Supply (GENERAL) $17,76 939782 MISC 12 OT AFT Total NAPA OF ELK RIVER INC $192 Unpaid PRINCIPAL FINANCIAL GROUP E 101-43100-123 Health $223.25 AUG - PAIV E 101-41400-123 Health $256.87 AUG - ADMIN Total PRINCIPAL FINANCIAL GROUP $480.12 Unpaid STS CONSULTANTS LM E 101-43100-302 Engineering Few $256.50 232437 02 STREET MAINT E 423-43100-302 Engineering Few $1,102.80 232441 QUADAY191ST WATERFRONT Total STS CONSULTANTS LTD $1,3S9.30 'aid SUPERIOR. LAWN & SNOW E 101-41940-390 Contracted SwAces S98.00 126 OAKWOOD LOT E 101-45200-390 Contracted Services $1,051.00 126 BALL FIELDS E 101-41940-390 Contracted Services $690.00 126 BIKE PATHS E 101-41940-390 Contracted Services $640.31 126 CITY HALL E 101-45200-390 Contracted Services $392.00 126 WOODED PARK E 601-49400-390 Contracted Services $276.00 126 PUMP HOUSE I E 101-452OG-390 Contracted Services $275.00 126 SWALE/S WOODS E 601-49400-390 Contracted Services $200.00 126 WATER TOWER E 602-49450-390 Contracted Services $59.00 126 SEWAGE PLANT E 601-49400-390 Contracted Services $20.00 126 CITY WELL E 101-41950-310 Miscellaneous $236.00126 OLD CITY HALL Total SUPERIOR LAWN & SNOW $3,937.31 Unpaid TOSHIBA AMERICA INFO SYS INC E101-41400-413 Office Equipment Rental $211.83 33424699 TOSHISACOPIER Total TOSHIBA AMERICA IWO SYS INC $211.83 NpZ --- --- -------------- GHT COtINTY AUDITOR -TREASURE ............. E 101-42100-390 Contracted Services $20,318.33 8 AUG 02 PATROL Total WRIGHT COUNTY AUD(TOR-TREASURE $20,318.33 Unpaid WRIGKT-HENNEPIN CO-OP ELECTRIC E 420-43100-310 Miscellaneous $760.00 8816 WATERMAIN G 85TH Total WRIGHT-HENNIEPIN CO-OP ELECTRIC $750.00 10100 BANKOFELKRIVER $96,872.43 FILTER: None RESOLUTION NO. 2002-32 AMENDING RESOLUTION NO. 2002-29 APPOINTING ELECTION JUDGES FOR 2002 CITY OF OTSEGO, COUNTY OF WRIGHT WHEREAS the Primary Elections are to be held on September 10, 2002 and, WHEREAS the General Elections are to be held on November 5, 2002, and, WHEREAS Election Judges are required to perform the election duties for these elections, NOW THEREFORE BE IT RESOLVED THAT, the following persons be appointed as Election Judges and attend the necessary training provided by the City of Otsego in order to hold the position of Election Judges: Marian Alexander Kathy Grover Delores Praught Della Anderson Diane Hackenmuellcr Bradley Praught Mary Anderson Lorene Hennick Deborah Praught Elaine Beatty Rachel Hagen Kristin Praught Germaine Beaudry Judy Hudson Julie Roden Ann Bentz Sandra Kile Karee Rowell Pam Black Marilyn Lefebvre Julie Schoen Judy Blesi Doris Jean Leshovsky Steve Schuck Denise Bois Arlene Lindenfelser Lillian Schultz Peggy Boyle Sandy Lindenfelser Lorraine Shelquist Rose Cassady Shirley Madland Bonnie Shierts Cecilia Chapp JoAnn Martin Judy Silverness Gabe Davis Joan M. Nichols Beth Specht Nancy Duerr Carol Olson Richard Steinkopf Dennis Ebert Patti Packer Donna Steinkopf Phyllis Fournier Krystal Praught Brent Strater Joy Swenson Bernadette Vetsch Resolution No. 2002-32 Amending Resolution No. 2002-29 Appointing Election Judges. Appointed by the City of Otsego Council this - day of 2002. CITY OF OTSEGO Larry Fournier, MAYOR ATTEST: JUDY HUDSON, CITY CLERK/ ZONING ADMINISTRATOR Fi1e:02E1ecfionWPS.Co ITEM 6. 1. "ORTHWIST ASSOC1114kiraD Ca"SuLlukN-ts" INC, 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacpIanning.com MEMORANDUM TO: Otsego- Mayor and City Co-uncil FROM: Daniel Licht RE: Otsego. - Highway jol PUD, Planning Commission Actiorl DATE: 6 August 2002 APPLICATION DATE: 18 July 2002 NAC FILE: 176.02 - G2.27 CITY FILE: 20G2-26 Please be advised that the Planning Commission held a public hearing to consider the application of Ken and Julie Nathe for a rezoning, PUD Development Stage Plan, and preliminary plat to construct a new 6,000 square foot retail center. The applicants were in attendance at the meeting and stated that they are eager to move ahead with construction of the use this year. In response to a question raised about storage of equipment, Mr. Nathe said that equipment would be Umited to a bobcat tractor and occasional use of tractors or implements for the field areas for a few days. So long as this equipment is kept within the screened sales area, it would be considered incidental to the use and not present an issue. No comments were received from the public. After closing the public hearing, the Planning Commission voted 5-0 to recommend approval of the applications, subject to the conditions as outlined below. The applications will be considered at the City Council meeting on 12 August 2002 at 6:30 PM. A. Motion to approve a rezoning to PUD District, PUD Development Stage Plan, and Preliminary Plat subject to the following conditions: Approval of the applications are subject to approval of the DNR in accordance with Section 20-95-22 of the Zoning Ordinance. 2. The use of Lot 1, Block 1 shall be subject to the standards of the B-3 District, except as modified on the approved development plan. The use of Outiots A and B shall be limited toraising produce, landscape plantings, or other crops. 3. A 75 -foot no disturb zone from the OHWM or 30 -foot no disturb zone from the bluff line (whichever is greater) shall be with a conservation easement. 4. The total area of impervious surface on Lot 1, Block 1, Outlot A, and Outlot B shall not exceed 25 percent of the land area. 5. All outdoor sales areas shall be fully screened from view from the public rights-of-way, subject to approval of City Staff. 6. The surface of the sales areas shall control dust and drainage subject to review and approval of the City Engineer. 7. The building elevations shall be revised to increase the amount of stone on the north building facade and specify rock face block on the west elevation. The use of wood lap siding in excess of 10 percent of the wal I area shall be subject to review by the Planning Commission and approval of the City Council. 8. A landscape plan is submitted that provides boulevard plantings along Quantrelle Avenue, foundation plantings adjacent to the buildings, plantings along the side lot lines to screen parking and loading,areas, subject to approval of City Staff. 9. The landscape plan shall include an inventory of vegetation within the 75 - foot conservation easement along the Mississippi River. Any open areas or breaks within the vegetation shall be planted with trees to add to the quality of the proposed Mississippi River buffer. 10. All parking and circulation drives shall be surfaced with asphalt or concrete with perimeter concrete curb. An appropriate transition from the driving surface to the outdoor sales area must also be provided, subject to approval of the City Engineer. 11. Sanitary sewage treatment shal I be provided on an interim basis with holding tanks in a location that would facilitate pending connection to municipal services. Water service shall be provided by an on-site well on an interim basis for the principal building until municipal utilities are extended to the property. The well may be maintained for irrigation purposes of the landscape stock and growing fields as necessary. Terms specifying required connection to the municipal system shall be included in the development contract, as well as provisions for documenting regular pumping of the holding tanks. VA 12. All signs shall conform to Section 37 of the Zoning Ordinance. Off -premises signs are strictly prohibited. 13. A photometric light plan showing the type and location of all proposed exterior light fixtures shall be submitted, subject to approval of City Staff. All light sources shall be fully hooded with a horizontal cutoff. 14. Trash conta ' iners must be kept within the building or in dumpster that are fully enclosed and screened from view, subject to City Staff review and approval. 15. All grading, drainage, utilities, and easements are subject to review and approval of the City Engineer per their Engineering Review of July 31, 2002. 16. Park and trail dedication requirements shall be satisfied at the time of final plat approval, subject to review of the Parks Commission and approval of the City Council. 17. The applicant shall enter into a development contract outlining the conditions of approval and terms of the PUD District and pay all fees and securities provided for by it, subject to review and approval of the City Attorney. 18. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the City's Comprehensive Plan and provisions of the Zoning and Subdivision Ordinance. C. Motion to table the application. pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Patty Fowler Ken and Julie Nathe Mary Dare 3 CITY OF 0 T S E G 0 08-06-02 FINDINGS & DECISION WRIGHT COUNTY, MINjNESOTA REZONING/PUD DEVELOPMENT PLAN APPLICANT: Ken and Julie Nathe. APPLICATION: Request for a Zoning Map amendment, PUD Development Plan, and Preliminary plat for a 6,000 square foot retail garden center. CITY COUNCIL MEETING: 12 August 2002 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 described on Exhibit A. B. The property lies within the Sanitary Sewer Service District and is guided for commercial land uses by the Otsego Comprehensive Plan, as amended. and Recreational River Overlay District; The applicants are requesting rezoning to PUD, C. The property is zoned A-11, Agriculture Rural Service District and is also within the WS, Wild Scenic Unit Development District to allow for development of a retail garden center use. Planned D. The Planning Commission and City Council must take into consideration the Possible effects of the PUD District and PUD Development Plan with their judgement 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 Comprehensive Planincludes the subjectparcel within the east sanitary sewer district and guides it for commercial uses based on its Proximity and access to Trunk Highway 101. The designation of this parcel for commercial uses is consistent with the City's position that the Wild and Scenic management plan is overly restrictive in this area due to the fact that vegetation has been cleared for agriculture production and because T. H. 10 1 has visual and noise impacts that would do more to impact the Mississippi River than a carefully planned development of the subject property. The DNR is working to revise the Mississippi Wild Scenic and Recreational River Management Plan. The initial working draft plans would designate this area of the City as a 'river town" district acknowledging more intensive land uses are to be allowed based upon existing characteristics. The DNR is currentlyin the process of finalizing a draft plan for public comment and the final plan would not likely be adopted for one to two years. Page 1 of 5 The proposed use of the property provides a proper balance for protecting the Mississippi River by using the growing areas of outlots A and B as a transition from the more intensive uses developing adjacent to T.H. 101. In an effort to ensure protection of the Mississippi River and maintain consistency with the purpose of the Wild and Scenic Recreational River District, it is recommended that a 75 -foot no disturb zone from the OHWM or 30 -foot no disturb zone from the bluff line (whichever is greater) be established along the east edge of the property with a conservation easement. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The retail sales element of the proposed use is located at the northwest comer of the property nearest to the intersection of CSAH 39 and TH 101. Thisarea has been planned for a range of commercial uses, which a garden store would be compatible.. The growing areas on Outlots A and B and the proposed conservation easement willprovide foran appropriate transition to the Mississippi Riverand the RV campground located to the south of the subject site. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all applicable Zoning and Subdivision Ordinance requirements. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use will result in commercial development guided by the Comprehensive Plan to expand retail services and increase tax base, while at the same time enhancing protection of the Mississippi River corridor consistent with the WS Overlay District. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed� the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is well served for local and regional patrons by access to CSAH 39 and T.H. 101 via Quantrelle Avenue. Traffic generated by the proposed use is within the available and planned capacities for these roadways. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the Citys service capacity. Page 2 of 5 Finding.- The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated I August 2002 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated 31 July 2002 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 5 August 2002 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 5-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for a Zoning Map amendment, PUD Development Stage Plan, and preliminary plat is hereby approved based on the most current plan and information received to date, subject to the follo%ving conditions: Approval of the applications are subject to approval of the DNR in accordance with Section 20-95-22 of the Zoning Ordinance. 2. The use of Lot 1, Block 1 shall be subject to the standards of the B-3 District, except as modified on the approved development plan. The use of Outlots A and B shall be limited to raising produce, landscape plantings, or other crops. 3. A 75 -foot no disturb zone from the OHWIVI or 30 -foot no disturb zone from the bluff line (whichever is greater) shall be with a conservation easement. 4. The total area of impervious surface on Lot 1, Block 1, Outlot A, and Outlot B shall not exceed 25 percent of the land area. 5. All outdoor sales areas shall be fully screened from view from the public rights-of-way, subject to approval of City Staff. 6. The surface of the sales areas shall control dust and drainage subject to review and approval of the City Engineer. 7. The building elevations shall be revised to increase the amount of stone on the north building facade and specify rock face block an the west elevation. The use of wood lap siding in excess of 10 percent of the wall area shall be subject to review by the Planning Commission and approval of the City Council. 8. A landscape plan is submitted that provides boulevard plantings along Quantrelle Avenue, foundation plantings adjacent to the buildings, plantings along the side lot lines to screen parking and loading areas, subject to approval of City Staff. Page 3 of 5 9. The landscape plan shall include an inventory of vegetation within the 75 -foot conservation easement along the Mississippi River. Any open areas or breaks within the vegetation shall be planted with trees to add to the quality of the proposed Mississippi River buffer. 10. All parking and circulation drives shall be surfaced with asphalt or concrete with perimeter concrete curb. An appropriate transition from the driving surface to the outdoor sales area must also be provided, subject to approval of the City Engineer. 11. Sanitary sewage treatment shall be provided on an interim basis with holding tanks in a location that would facilitate pending connection to municipal services. Water service shall be provided by an on-site well on an interim basis for the principal building until municipal utilities are extended to the property. The well may be maintained for irrigation purposes of the landscape stock and growing fields as necessary. Terms specifying required connection to the municipal system shall be included in the development contract, as well as provisions for documenting regular pumping of the holding tanks. 12. All signs shall conform to Section 37 of the Zoning Ordinance. Off -premises signs are strictly prohibited. 13. A photometric light plan showing the type and location of all proposed exterior light fixtures shall be submitted, subject to approval of City Staff. All light sources shall be fully hooded with a horizontal cutoff. 14. Trash containers must be kept within the building or in dumpster that are fully enclosed and screened from view, subject to City Staff review and approval. 15. All grading, drainage, utilities, and easements are subject to review and approval of the City Engineer per their Engineering Review of July 31, 2002. 16. Park and trail dedication requirements shall be satisfied at the time of final plat approval, subject to review of the Parks Commission and approval of the City Council. 17. The applicant shall enter into a development contract outlining the conditions of approval and terms of the PUD District and pay all fees and securities provided for by it, subject to review and approval of the City Attorney. Page 4 of 5 PASSED by the Otsego City Council this 12th day of August, 2002. Attest: CITY OF OTSEGO IA Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk Page 5 of 5 Review No. 1 Hakanson Anderson Assoc.,Inc. ENGINEERING REVIEW Preliminary Plat for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Mike Robertson, Administrator cc: Judy Hudson, City Clerk, Dan Licht, City Planner Andy MacArthur, City Aftorney John Oliver & Associates, Inc. Ken & Julie Nathe, Applicant Mary Dare, Owner Reviewed by: Ronald J. Wagner, PE Shane M. Nelson, EIT Date: July 31, 2002 Proposed Development: Highway 101 Garden Center Street Location of Property: Part of the NW 1/4of Section 23, Twp 121, Range 23, Wright County. Applicant: Ken & Julie Nathe 19080 Lincoln Street NW Elk River, MN 55330 Owner of Record: Mary Dare 5549 Bimini Drive Minnetonka, MN 55343 Purpose: Rezone from A-1 (General Agricultural District and Subdistrict "C" of the Wild, Scenic, Recreation River District) to PUD Jurisdictional Agencies (but not limited to): City of Otsego, Wright County MN Department of Natural Resources Permits Required (but not limited to): NPDES Considerations: Page I MaMShared Docs\Municipa[\AOTSEGO2000\2500\2002\ot2500natheRVW.doc INFORMATION AVAILABLE Plan set dated July 17, 2002 by John Oliver & Associates, Inc. Sheet 1 of 3 — Preliminary Plat Sheet 2 of 3 — Preliminary Grading Plan Sheet 3 of 3 — Preliminary Utility Plan City of Otsego Engineering Manual, 2/27/01 revision City of Otsego Zoning and Subdivision Ordinances as revised National Wetlands Inventory Map 1991 City of Otsego Comprehensive Plan dated September 1998 REVIEW AND COMMENTS PRELIMINARY PLAT 1 A minimum easement of 10' shall be provided on all lot lines for drainage and utilities. (21-7-15) 2. Name, address, and phone number of the record owner and applicant shall be shown on the plan. (21-6-2.A.3) 3. Show existing zoning classifications for land in and abutting the site. (21-6-2.B.2) 4. Identify adjoining land by ownership. (21-6-2.B.6) 5. Boundary lines to include bearings, distances, and curve data. (21-6-2.B.1) 6. Depict on plan the floodway zone as determined by FEMA. 7. The north 100 -year flood elevation of the Mississippi River shall be calculated by interpolating between the elevation to the south and the elevation to the north. (The property appears to be between the FEMA cross-sections I & H.) 8. Please label all contours at a minimum of 5' intervals. PRELIMINARY GRADING PLAN 1. Pond shall have a 10:1 bench at the NWL and a minimum depth of 4' per City of Otsego Standard Plate No. 404. Please revise. (5.0.E) Page 2 \\Ha01\Shared Docs\Municipal\AOTSEGO2000\2500\2002\ot2500natheRVW.doc 2. Top of berm must be a minimum of 2' above the skimmer structure overflow elevation. 3. The 100 -year flood elevations of the Mississippi River shall be called out on the Grading Plan. Elevations shall be per the "without floodway" elevations set by FEMA. 4. Call out finished floor elevation of the proposed building. (21-6-2.C.10) 5. The driveway culvert shall be constructed with reinforced concrete pipe. (IV.2.b) 6. Erosion control measures shall comply with the Best Management Practices put out by the Minnesota Pollution Control Agency. 7. The NWL of the pond does not agree with the invert elevation of the skimmer structure. Please revise. A detail of the skimmer will be required. 8. Provide the typical section proposed for the parking lot, including the curb. PRELIMINARY UTILITY PLAN 1. The elevation of the bottom of the rock bed for the septic system shall be at least 0.5' above the 1 0 -year flood elevation of the Mississippi River (857.5 +). 2. Septic system shall be in accordance with Minnesota Rules 7080. HYDROLOGY I . A curve number of 100 shall be used for the area of the pond at the NWL. 2. Provide a drainage map which delineates the drainage areas for proposed and existing conditions. (7.0.A.4) 3. Peak discharge rates for the 2 -year and 100 -year frequency's may not be greater than predevelopment conditions. Verify and submit computations. (5.0.E.6.a) 4. A permanent pool volume below the NWL shall be greater or equal to the runoff from a 2.5" rainstorm. This requirement includes a 25% increase in storage to permit for sediment storage. Please submit calculations. (5.0.E.1) OTHER CONSIDERATIONS 1 . A statement certifying the environmental condition of the site is required. 2. Submit a wetland delineation report for review, or provide a letter from a certified wetland specialist acknowledging no wetlands are present within the platted area. Page 3 \\HaOl\Shared Docs\Municipa]\AOTSEGO2000\2500\2002\ot2500natheR\/W.doc ITEM 6.2. 1140wit"Wasit Assackwitab CONSUL-umrs" k"C' 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 6 August 2002 RE: Otsego - Hoofbeats and Heartbeats, Inc.; CUP Extension NAC FILE: 176.02 - 02.28 Please be advised that the Planning Commission considered the request for a nine-month extension for implementation of the CUP approved for Hoofbeats and Heartbeats, Inc. at their meeting on 5 August 2002. Ms. Linda Kreuser was present to update the Planning Commission on their efforts at rasing funds for construction of the riding arena. A representative of Habitat for Humanity was also present to describe their involvement with the project. After hearing the staff report and Mrs. Kreusers' comments, there was no further discussion of the CUP extension. The Planning Commission voted 5-0 to recommend approval of the nine month extension of the CUP to 23 April 2003, subject to the seven conditions attached to the original CUP. This planning item will be on the City Council agenda for 12 April 2002 at 6-.30PM. pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Linda Kreuser July 25. 2002 6,.J� * x1finnesota Department of NatUral ReSOLirces Waters 5t)0 P("Ikf S I Pa u I .%I illnc—ia i1i i.;i-4i) 32 Ms. Judy Hudson City Clerk/Zoning Administrator City of Otsego 8899 Nashua Avenue NE Otsego,, MN 55330-7.314 Dear Ms. Hudson: FLOODPLAIN MANAGEMENT MEETING FOLLOW UP Thank you for meeting with Area Hydrologist Patty Fowler and Cell Strauss of my staff regarding the city's floodplain management on April 23, 2002- A copy of the monitoring form we submit to the Federal Emergency Management Agency (FEMA) for the "community assistance visit" is enclosed. In general, the city is doing a good job of administering its floodplain ordinance. Inaddition, the city has been exploring the possibility of obtaining grant monies to help with acquisition of up to 19 residences in the Parrish Street area, which have experienced Mississippi River flooding numerous times. A neighborhood meeting was scheduled for April 25, 2002 to present the idea of pursuing the grant money and to get an idea of how many of the residents would be interested in being acquired. Ms. Strauss forwarded a PowerPoint presentation with basics on substantial damage/improvement definitions, the related zoning regulations, and the implications of not meeting the city's zoning regulations for the costs of flood insurance premiums. As was discussed, due to annexations in Frankfort Township the city needs to amend its general floodplain ordinance to add reference to Wright County's Flood Insurance Rate Map. Section 20-73-4 of the city's "FP", Floodplain Overlay District Ordinance (Section 73) needs to be amended as follows: 20-73-4. B. Establishment of Official Zoning Map: The official Zoning Map together with all materials attached thereto is hereby adopted by reference and declared to be a part of this Chapter. The attached material shall include the Flood I isurance Study, for the City of Otsego prepared. by the Federal Emergency Management Age cy dated September 30, 1992. the Flood Insurance Study for— Wrig it County proared by FEMA dated August 18, 1992, the Fleed Beti and Flaedway-Map-a*4 Flood Insurance Rate Map� for the City of Otsego dated -4 August 1988 dated September 30, 1992. and panel 9270534 0032C of the Flood Insurance Rate Ma ) for Wriizht County dated August 18, 1992 therein. The official Zoning Map shall be on file in the office of the Zoning Administrator. DNR Information: 651-296-6 157 * 1-888-646-6367 9 TTY: 651-296-5484 a 1-800-657-3929 An Equal Opportunity Employer Who Values Diversity Printed on Recycled Paper Containing a %0 Minimum of 10% Post-Constimer Waste JUL 2 9 2 002 Ms. Judy Hudson Otsego 4/233/02 Floodplain Meeting July 25, 2002 Page 2 On behalf of the Commissioner of Natural Resources, I am pleased to inform you that, with the incorporation of the map revision noted above, "FP", Floodplain Overlay District Ordinance (Section 73) will be in compliance with Minnesota Rules, Parts 6120.5000 to 6120.6200. Therefore, in accordance with Minnesota Statutes, Section 103 ) F. 12 1, 1 hereby conditionally certify state approval of "I'l?", Floodplain Overlay District Ordinance (Section 73). Please amend your ordinance within 90 days. Once the ordinance has been amended, please tl forward three (3) certified copies of the formally adopted revision to "FP", Floodplain Overlay District Ordinance (Section 7_3 )) along with three (3) copies of the enclosed "Ordinance Certification Checklist" to Area Hydrologist Patty Fowler (940 Industrial Drive South, 4 103, Sauk Rapids, MN 56379) be kept with DNR Waters' and FEMA records. I will issue a final approval for "FP", Floodplain Overlay District Ordinance (Section 73) once we have received the certified copies and checklists. During the meeting you may recall our staff referring to versions of the FEMA Flood Insurance Rate Maps (FIRMs) that were expected to be available on-line soon. These on-line maps ("FIRMettes") are now available! A draft set of instructions for viewing and printing the FIRNIettes is enclosed for your reference. Please feel free to contact Area Hydrologist Patty Fowler at (320) 255-2976 or Ms. Strauss at (651) 296-4801 (or ceii.strauss(a-)dnr.state.mn.us) if you have any questions. Sincerely, V -*%A 19�b�lghii m, P.E 41Supervisor Floodplain Management Program & NFIP State Coordinator Enclosures OS/CCS c: The Honorable Larry Foumier, Mayor, City of Otsego Sujata Banedee, FEMA Region V (with enclosures) Patty Fowler, DNR Area Hydrologist (with enclosures) Dale Homuth, DNR Regional Hydrologist 6�3.,8 NOIRTIAWIST ASSOC111ATID CONSULTANTS4, INC, 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 plan ners@nacplann in g. com July 22, 2002 TO: RE: FILE NO: Sir/Madam.- Wright County City Administrators County Assistance on Municipal Projects LOIN JUL 2 3 2002 NAC serves as the City planners for Albertville, Buffalo, Clearwater, Delano, Hanover, Howard Lake, Monticello, Montrose, Otsego, and Rockford. The City of Albertville is looking to improve traffic conditions on County Road 19 within its boundaries, Increased traffic congestion near the Albertville Outlet Mall, as well as traffic accidents, push the need for these County Road 19 improvements. The County has indicated that this project is not in their five year capital improvement project and funds are not available for the improvement. The cost of this project exceeds the City's ability to fund it, independent of the County. To expedite improvement of this stretch of County Road 19, the City has come up with an alternative means of financing for this County road improvement project. The attached memo outlines the use of tax abatement for improvements to County roads. Through tax abatement, the City and County can cooperatively share the costs and write down needed improvements that would not otherwise be available for funding. In a memo prepared by the City Engineer, Pete Carlson of SEH, he outlines how the past use of tax abatement by Steele County has been effective in bringing new develop nent into the County and resolving traffic and utility issues that exist with new economic development or community growth. Mr. Carlson's memo outlines some guidelines for tax abatement resolutions to insure that tax abatement is utilized for public improvements and is not a subsidy directly to a private land developer. The memo also explains that the use of tax abatement would not necessarily present a hardship related to other County services. We are sending this outline to the individual Wright County communities with the understanding that each of the communities face unique problems of its own with regard to rapid municipal growth. The ability to address utility and transportation issues is essential in the proper planning of each community. Wright County City Administrators Page Two In areas where the County has jurisdiction over County highways and the need for improvements is being pushed by new development, both the County and the City must look at innovative and new funding opportunities. Tax abatement offers this unique funding opportunity without dramatic impact on the County. By isolating the tax abatement district to a specific new economic development project, the City/County can control the amount of tax abatement being utilized, directed to specific projects, and limit the number of projects throughout the County based on need and County perceived importance, Additionally, the City's contribution to the tax abatement district helps fund County projects, extending the County's transportation budget to upgrade other areas of the County road system. In looking at the issues that each of the Wright County municipalities face, there is a need to establish some County policy as to how the municipalities will be treated to address the growth that is naturally occurring. Without County support, municipalities are left to their own solutions, resulting in higher taxes for each of the individual communities and requiring municipal residents pay for a greater share of services both locally and County- wide. It becomes more and more apparent that the Wright County municipalities need to speak to each other regarding the various issues related to growth and the needs that this growth spurs as far as County services and infrastructure. Collectively, the municipalities must approach the County and ask for alternative means for financing and addressing these various County -wide services. In conclusion, we ask that you review the Albertville tax abatement proposal and determine whether there is any benefit to your individual community either now or in the future related to the use of tax abatement for County road improvements. The City of Albertville would appreciate a letter of support if deemed appropriate from each of the Wright County communities as a means of convincing the Wright County Board of Commissioners that this is the time to examine the County's position on municipal growth issues. Any letters of support can be addressed to Linda Goeb at Albertville City Hall, P.O. Box 9, Albertville, MN 55301. We thank you for your time and consideration in this matter. Sincerely, NORT ES ASSOCIATED CONSULTANTS, INC. Al n R. Brixius, AICP Principal pc: Linda Goeb, Mike Couri, Pete Carlson Addressing Commissioners' Concerns I. Past Uses of Tax Abatement for Roads Steele County for Cabella's Project • Tax Abatement used to extend infrastructure (sewer, water, and roads) to Cabella's site. Cabella's paid its full portion of taxes and the city and county abated their respective amounts, $90,000 and $135,000, to pay off the debt on the infrastructure. 15 -year arrangement • Project moved forward that but for the abatement would not have • In abatement resolution, excluded future businesses in the area (200 acres) from receiving any . incentives. • Also included a safeguard in case.taxes due by Cabella's was less than the $90,000 and S 135,00 that they would still be responsible for paying the total $225,000. • Seen as a strong city/county partnership and already foresee Cabella's taxes to rise above the aforementioned $225,000. That excess revenue will then go into each entities general budget on a prorated basis. Have had only one other tax abatement request in e four years since thi project, which f ed due to lack of city (Medford) financial support. th s ail 2. Sample Guidelines for Abatement Resolution to Ensure Practical Use of Tax Abatement Minnesota Statute 469.1813 requires the governing body of a political subdivision to enact an abatement resolution that specifies the terms of the abatement. Some sample provisions include: • The road in question must be a County State Aid Highway'and the improvements must be included in the County's 10 -year Transportation Plan- • Taxes that are abated must be new developments that have direct access to the road in question and whose taxes are not currently part of the municipalities' general budget. • The County will only abate 75% of the taxes of the properties that meet criteria in item b). e The local unit of government (city or township) making the request must commit to abating the maximum possible under Minnesota Statutes 469.1812 to 469.1815 ($ 100,000 or five percent of its current levy). - The political s * ubdivision will retain or transfer to another political subdivision the abatement to pay for all or part of the cost of said road improvements — this prevents the tax abatement to go to business/property owners. a Total tax abatements granted in one fiscal year from the County will not exceed $1 million (this is four percent of current levy, less than the five percent that is allowed under state statute). 0 Using the above Emit, it would allow for about five projects. Each project, due to the local commitment stipulation, would add an additional $ 100,000 — or $500,000 totallyear to the county for CSAH's. This allows"the County to leverage an additional $1 for every $2 it invests. 3. Development Brings.Additional Hardship to Other Cou'nty Services a) Wright County Sheriff s Department Report — AlberuUe Spike in activity when Outlet Mall first opened in 2000 but has since declined in 2001 and continues downward movement in 2002. • Motor Vehicle Crashes did increase in 2001, by 69% —could be alleviated with improvements to CSAH 19 • if I' Quarter, 2002 activity is projected out for the entire year, additional declines in calls and crimes would be seen in 2002. Put data here. b) City Comparison Crime activity in eastern Wright County (where strong development is occurring) is simijar to other parts of Wright County, doubt it but never know. 4. Association of NIinnesota Counties (ANIC) Platform Regarding Tax Abatement "AMC supports strengthening of the ta�x abatement law as an alternative to tax increment financing." — Excerpt from page 6 of AIMC's 2001-2002 Legislative Platform. 5. Budgeting for 15 Years Out with Tax Abatement . 2002 Local Levy $23,510,970 Roads/Bridges 2002 Portion of Local Levy $ 2,563,700 Roads/Bridges % of Local Levy 10.9% Tax Abatement Request as % of Local Levy 0.8% Total Tax Abatement as Limited Above 4.3% Requested tax abatement amount equals setting aside 0.8% of local levy to help fund County State Aid Highways. The total tax abatement limit as set forth above equals 4% of local levy that would need to be set aside to help fund CSAHs. The taxes' that the school districts would receive as a result of the new developments largely offset these amounts. This money into the schools' levy decreases the residential burden. Hakanson Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Assoc., Inc. Phone: 763/427-5860 Fax: 763/427-0520 CITY OF OTSEGO CITY COUNCIL CITY ENGINEER'S AGENDA August 12, 2002 Item 7.1: Consider Pay Estimate No. 1 for City of Otsego Project *02-03 (Waterfront) Item 7.2: Consider Pay Estimate No. 1 for City of Otsego Project *02-01 (Page Avenue — 79" Street to 85" Street) Item 7.3: Discussion of Outlet from Heritage Hills Storm Pond Item 7.4: Discussion of Railroad Culvert near 1-94 Industrial Park Item 7.5: Consider Awarding City of Otsego Project #02-07 (85' Street Extension East of CSAH 42) Item 7.6: Consider Awarding City of Otsego P I roject #02-08 (School Knoll Park) Item 7.7: Any Other Engineering Business Civil &Municipal Engineering yingfor G:\Municipal\AOTSEGO\Agendas\councilagenda4.M�eSurve 295 August 5, 2002 Honorable Mayor& City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Pay Estimate No. I City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE RE: Improvement Project No. 02-03, Quaday Avenue NE and 91st Street NE Contractor: Arcon Construction Contract Amount: $1,054,085.50 Award Date: Completion Date: Dear Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - Streets Item Description Contract Used To 1 Mobilization Quantity Unit Unit Price Date 2 Remove Culvert 1 LS $20,000.00 1 3 Remove Bituminous Pnvs-m=�+ 94 LF $6.00 94 4 Sawin Sit Pavement (Full Depth) 50 SY $3.00 0 5 Salva e &Reinstall Sion 200 LF 4ZA nn 1 6 Common Excavation (P) 1 EACH $120.00 0 7 Topsoil Strippina (P) 7,070 CY $3.33 3535 8 Class 5 Agaregatp Rnc,- f711% 15,260 CY $1.15 15260 9 Mill Bituminous Surface 3,300 TON $10.87 0 10 T pe LV 4 Wearing Course Mixti Ire t('l 25 SY $5.73 0 11 T eLV3Non-WearinaCour--,PMiYtitro/PN_ 1,190 TON $32.73 0 12 Bituminous Material Fnr T:4r-k- r-# 1,480 TON $28.30 0 13 Ad*ust Valve Box 550 GAL $1.00 0 - 14 Ad*ust Frame & Ring 34 EACH $150.00 0 15 Raise Ex. Man 16 EACH $300.00 0 16 Raise Ex. Valve Box 6 VF $160.00 6 17 Raise Ex. Hydrant (1' Hydrant P:yta-;, 1 VF $150.00 6 18 Stam ed Concrete Sidewalk (4") 1 EACH $285.00 3 19 Stam ed Concrete Sidewalk (6") 1,700 SY $57.00 0 20 Construct Pedestrian Curb Ram 150 SY $62.00 0 21 Concrete Median (61 6 EACH $200.00 0 2 Concrete Curb & Gutter Desi n B618 470 SY $28.50 0 23 6" Concrete Apron / Valley Gutter 5,600 LF $7.00 0 24 Traffic Control 250 SY $29.00 0 25 Si n Panels, Type C 1 LS $2,500.0o - 1 26 Pavement Messa2e (Right Arr 420 SF $21,50 0 27 avement Messarip (I -ft A,-yj- E 24 EACH S7P nn, 0 _eoxy 20 1 PArH 1 01 0 FILE: SharexMunicipaVactsago/ot347pe.xis SHEET: PAY ESTIMATE 1 Extension $20,000.00 __L164.00 $0.00 $0.00 $0.00 $11,771.55 $17,549.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $960.00 $900.00 $855.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,500.00 $0.00 -$0.00 $0.00 ITEM 7.1 Pay Estimate No. I City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Bid Schedule "A" - Streets (Continu ITEM 7.1 [Item I Description Contra t I Used To 28 Pavement Message (Thru Arrow) Epox Quantl i; Unit Unit Price Date Extension 29 4" Solid Line White - Epox 20 EACH $76.00 0 $0.00 30 12" Solid Line White - Epoxy 3,000 LF $0.36 0 $0.00 31 24" Stop Line White - Eoox 450 LF $1.25 0 $0.00 32 Bale Chec 185 LF $2.50 0 $0.00 33 Silt Fence, 30 EACH $5.00 0 $0.00 34 Seedin - T pe Lawn Restoration 4,500 LF $1.75 0 35 Sodding - Type Lawn P,=cfnr.+inn 3 ACRE $1,500.()o 0 $0.00 36 Seedin Mixture - 60B 2,250 SY $2.50 0 37 Commercial Fertilizer, 10-10-10 300 LBS $2.20 0 $0.00 38 H draulic Soil Stabilizer T pe 5 1,500 LBS $0.25 0 $0.00 39 Hydraulic S oil Stabilizer Type 6 1 TON $630111),11 0 $0.00 3 TON $630.00 $0.00 Total Bid Schedule "A" Bid Schedule "B" - Watermain $55,099.55 Item Description Contract Used To 11 40 Connect to EX ti Watermain Quantity Unit Unit Price Date Extension 41 16" Ductile Iron Pipe Cl 52 1 LS $300.00 2 $600.00 42 12" Ductile Iron Pipe Cl 52 1440 1 F $28.95 1440 $41,688.00 43 8" Ductile Iron Pipe Cl 52 790 LF $19.55 419 $8,191.45 44 6" Ductile Iron Pipe CI 52 3425 LF $17.15 3415 $58,567.25 45 Ductile Iron Fittinas 365 LF $22.80 270 $6,156.00 46 16" Butterfly Valve and Rny 11,000 LB $1.65 6703 $11,059.95 47 12" Butterfly Valve and Rny 4 EACH $1,425.00 4 $5,700.0o 48 8" Gate Valve and Box 2 EACH $800.00 2 $1,600.00 49 6" Gitp Vniva nni P- 18 E--- 1 $675.00 13 $8,775.00 50 17 EACH $495.00 5 $2,475.00 51 Hydrant Extension 8 EACH $1,6 0.00 5 $8,350.0o 52 Salvage and Reinstall 16" Ph 24 LF $285.00 5 $1,425.00 53 2" Insulation 1 EACH $100.00 1 $100.00 12" DIP CL 52, Fastite Jt., Installed by Jacking 500 SF $1.40 448 $627.20 54 and Boring of 20" Stt-s-i Cn�;ng 230 Total Bid Schedule "B" $155,314.85 FILE: ShareWuniciPaVaotsegolot347pe.xis SHEET: PAY ESTIMATE 1 2 Pay Estimate No. I City of Otsego Improvement Project 02-03 Quaday Avenue NE and 91st Street NE Bid Schedule "C" - Watermain I litem Description Contract 87 P15" �-! PVC SDR 26 16-18'Deep Quantity Unit U LF 15" PVC S 6 18-20'Deep 203 690 7- 1 I= 57 12" PV SDR 26 18-20' Deep 427 LF 58 12" PVC SDR 26 20-22'Deep 110 LF 59 10"PV SDR 2616--18' Deep 20 LF 60 10" PVC SDR 26 1-8-20'Deep 10 LF 61 10" PVC SDR 26 20-22' Deep 416 LF 62 10"DIPCI-151 , '0-12'Deep 10 LF 63 10"DIPCI-50 1, 12-14'Deep 9 LF 64 10"DIPCI-51 Fast" -, '4-16'Deep 10 LF 65 10"DIPCL5) --- 1, 16-18' Deep 36 LF 66 10" D I P C L 52, Fa stite Jt., 8-20' Deep 10 LF L 67 10" DIP CI -50 ---- 1- W-22'Deep 60 LF 68 8" PVC SDR '19 C' c" n --- 10 LF 69 8" PVC SDR '15 11 1 - � --- 252 LF 70 8" PVC SDR '153 'In 1- r-%--,) 10 LF 71 6" PVC SDR 35 Service Lat 360 LF 72 Standard �qnnit- Sewer Manhole 0-8' Deep 11 EA $ 73 Manhole Over"p- 126 VF 74 Outside Drop Connection 0 75 Extra De th otjtqiri,- nr-p ronnectioin >2' 1 8 EA VF 76 Connect to Existinq Sewer at Manhole 1 EA 77 6" PVC Riser 0;-- 67 VF 78 15"x 6" PVC Wve - I 79 -�_;; PVC Wye 80 Wye 81 ye 82 12" Plug 83 10" Plug 84 6" Plug 10" DIP CIL 52, Fastite Jt., Installed by Jacking 85 and Bonnq of 18" Steel Casi 86 17�e:levise 6anitary S �wer Total Bid Schedule "C" Bid Schedule "D" - Storm Sewer Item Description EACH 87 42" R Pipe �pron 900.0o 88 -36" R Pipe Npron LF 89 45" x 73" RIC Arch Pipe Apron w/ Dropwall 90 15" RC Pipe Sewer `- -006 CL V (all depths� 91 18"RC Pipe ;ewer )esign S 3006 CL L11 (all depths 92 21" RC Pipe Sewer Design 3006 CL III (all d 93 27" RC Pipe 3ewer )esign S 3006 CL III (all depths 94 30" RIC Pipe Sewer Design 3006 CL III (all d pths 95 33" RC. Pipe 3ewer Design 3006 CIL III (all depths 96 36" RC Pipe Sewer Desiqn 3006 CL III (all depths 97 42" RIC Pipe Sewer Design 3006 CL III (all depths - I -- 3 EA 2 EA 1 EA 1 EA 2 EA 9 EA 260 __�LLF 2533 F Contract F- 80 48 61 160 64 275 59 864 FILE: ShareWunicipaVaOtSG90/ot347pe.xls SHEET: PAY ESTIMATE 1 3 iit Price �61-2,1 $55. $62.05 $69.10 $69.10 $69.10 $69.10 $69.10 $69.101 $15.15 $15.15 $17.40 1,910.00 $135.00 $960.00 $65.00 1, 18 0 - 0 01 =L1 7-40 $185.00 $125.00 $105.00 $55 $30 $180 Unit Unit Price EACH $1,085.00 EACH 900.0o EACH 1,545.0o LF $29.80 LF $31.50 LF $32.50 LF $37.45 LF $44.50 LF $46.75 LF -CF--V -$55.6o 10 $3-1-575 ITEM 7.1 Used To Extension Date Extension 203 $12433.75 690 $42,262.50 413 $24,986.50 110 6,655.00 20 1,119.00 50 2,797.50 346 $21,469.30' 0 $0.00 9 $621.90 10 $691.00 36 $2,487.60 10 $691.00 60 $4,146.00 0 $0.00 232 $3,514.80 0 $0.00 262 $4,558.80 11 21,010.00 104 14,040.00 1 960.00 8 520.00 1 $1,180.00 57 $991.80 2 370.00 1 $125.00 2 $210.00 1 65.00 1 60.00 0 $0.00 7 $210.00 260 $46,800.00 �--$0-00 $214,976.45 Used To Date Extension 1 $1,085.00 1 $900.00 1 $1,545.00 79 $2,354.20 48 $1,512.00 61 $1,982.50 160 $5,992.00 65 $2,892.50 275 $12,856.25 59 $3,280.40 820 $25,461.00 Pay Est�n No. 1 C1,ly of *eve Improvement ME-lect 02-03 Quwky Avehuo NE TRd 21st Street NE 11id Achadula "V'- Stopm Sevor fCorr9nued) r, u,� ITUM 7.1 Item D"cription r work and quantities ea shown. Contract Ckwantilil I unit Unit Price Used To Data =8 J141- RC Pipe Seww 0"an 3006 CL III (all deaths) 10d I I LF $74.25 105 $7,7ge.25 96 45" x 73" RC Arch Pipe Sewer CL I I I (all depths) 651 LF ;129.ifi sm,076.65 IS" Pipe Pluo St79 I 4 11 EACH $W.00 4 $240.00 -100 10i 102 103 I all pipe PIUQ 42' Plcw Plug 45' x 730 RCPA 484 Send 21 2 1 2 EACH EACH EACH S86.00 $140.00 $2,100.00 2 2 2 S'130.00 8280.00 IIAO.00 104 A6'x 73" RCPA 36* Beod 1 EACH $2,180.00 1 $2.160.00 i0b I OCCongtruct 107 Cohnact to Exle"Mo ft?m Se"r Drelmnace Sftctury Desia Comtruct Dralmoam structure Design 481 4020 1584 A020 1 3 1 EACH EACH EACH $480.00 141,225,00 31,985.00 1 3 2 W0.00 $3,075-00 63,970.00 1 Do centruct aingde Struftre Des ri 72" 4020 EACH $-2316.00 1 —f 0-1— 7TiT —Co`n-2Tr7c—t OrsihOlge Sbuctura construct Draingine, stru Deslan n 78" 4920 84 4= 2 1 EACH EACH S3, 11-0—.00 $3,905.00 2 1 $6,2i7(5-0 43,965.00 Comsftct braingloo Structure Deelam 900 4020 0 EACH NO. 0 SO= .111 112 Construct Drainangs Structure Deslan 96" 4020 1 CH 040.00 1 M.040.00 El 3 114 Construct bral!S maStructure DoOlf[m7l2o" 4020 Adndorn Rip Class III 1 100 EACH CY $7,006.00 155.00 1 0 $7,M.00 $0.00 115 Random RlpRep Class IV 40 jj . CY $86.00 0 40M Total Bid Schedule "D" Surrimmy Of Work ComplaUd To Data; Did Schedule "A" - STREETS Bid Schedule "B" - WATERMAIN Did Schedule "C" - SANITARY SEWER Bid Schedule 0011 STORM SEWSR WORK COMPLETED TO DATE., LESS 10% RETAINAGM WE RECOMMEND PARTIAL PAYMSMT OF: APPROVALS: CONTRACTOR: Arxon Construction CartifIc6pri ki Contractor I cs" that all fterne and Signed: Tide: Deg $190,893.75 are correct for the work cornpleW to data. ENGINEER: CeMcdon by Engineer: We nrimand payment' r work and quantities ea shown. HAKANSON ANDERSON ASS CIATFS 6 INC. 7 Signed: al eeu' "7 Title; OWNEEITY OF OTSEGO Signed - This: cat N*M PAY EETWAM 1 St79 I 955.099.55 S195,739.83 $214.976.45 $190.6913-1-5 $656.5D9.60 3590.85L64 MOUNNEEp— WUSS:Tl 2002'Z " Pay Estimate No. I City of Otsego Augustl,2002 MSAP 217-103-02 Page Avenue Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: MSAP 217-103-02, Page Avenue NE Contractor: Hardrives, Inc. Contract Amount: Award Date: Completion Date: Dear Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - Streets Ite Description Contract Used To 1 M Mobilization Quantity Unit Unit Price Date Extension 2 Clearin --A C and Grubbin LS $5,500.00 1 $5,500.00 3 Pavement Marking Removal (4" Solid) LS $5,400.00 1.12 $6,048.00 4 Remove Sewer Pipe (Storm - 18" RCP) 1360 LF $0.38 $0.00 5 Remove Pipe Drain (8" PVC) go 90 LF $5.40 0 105 $567.00 6 Remove Concrete Curb & Gutter 40 0 LF $5.40 40 $216.00 7 Remove Bituminous Pavement 170 LF $3.45 200 $690.00 8 Remove Catch Basin 1665 SY $1.30 1541 $2,003.30 Sawing Bit Pavement (Full Depth) I EACH $105.00 1 $105.00 -9 10 Salvage Metal Culverts (151, CMp) 246 LF $2.75 268 $737.00 11 Salvage Retaining Wall 48 - LF $5.40 $5,40 2 $10.80 12 Salvage & Reinstall Si 50 SF $8.00 $8_00 1 $8.00 13 Common Excavation (P) 2 EACH $130.00 $0.00 14 Common Borrow - LV 5175 CY $3.70 5502 - $20,357.40 15 Class 5 Aggreqate Base (6") 1620 CY $8.10 8 10 $16,183.80 16 Mill Bituminous Surface 7911 TON $7.50 469.11 $41,018.33 17 Type LV 4 Wearing Course Aixture (6) 25 y SY 'r $11.50 $0.0-0- 18 Type LV 3 Non -Wearing Course Mixture (B) 2685 2655 TON $29.35 $0.00 19 Bituminous Material For Tack Coat TON $26.90 $0.00 20 Reconstruct Retaini__ Wall 995 GAL $1.00 $0.00 21 Adjust Gate Valve 50 SF $15.00 50 $750.00 22 Adjust Frame & Ring Casting 6 -EACH $160.00 $0.00 23 Concrete Curb & Gutter Desig- n B618 3 EACH $180.00 $0.00 24 6" Concrete Valley Gutter 7070 LF $7.65 6894 $52,739.10 25 6" Concrete Apron 86.3 SY 1 $31.35 86.3 7ruz rzi 26 Relocate Mailbox Support 81 SF ' $3.75 a0 63 $236.25 27 Traffic Control 1 - EACH $70.00 $0.00 1 __� 4,300.00 0000 1 1 m 'inn nn FILE: ShareNMunicipaliaramSey/ot344PE.xis SHEET: PAY ESTIMATE I ITEM 7.2 Pay Estimate No. I .al Bid Schedule "B" $65,240.40 FILE: ShareVA�nidpallaramseylot344PE.�is SHEET: PAY ESTIMATE 1 2 City of Otsego ITEM 7.2 IVISAP 217-103-02 Page Avenue Bid Schedule I- "A" - Streets (Continued) - Item Description Contract - Used To 28 Sign Panels, Type C Quantity Unit Unit Price Date Extension 29 Pavement Message (Left Arrow) - Epoxy 110.25 SF $21.00 $0.00 30 Pave2m�e�ntMes�s (Right Arrow) - Epoxy I 2 EACH $162.00 $0.00 31 Pavement Message (Left-Thru Arrow) - Ep EACH $162.00 $0.00 32 Pavement MessaQe (Right-Thru Arrow) - - :Poxy 1 EACH $324.00 $0.00 33 4" -Double Solid Line Yellow - Paint 1 EACH $324.00 $0.00 34 12" Solid Line White - Paint 4715 LF $0.06 $0.00 35 4" Double Solid Line Yellow - Epoxv 150 LF $0.06 $0.00 36 4" Solid Line White - Epox 4715 LF $0.32 $0.00 37 12" Solid Line White - 7300 LF $0.27 $000 38 8" Solid Line Yellow - Epoxy 170 LF $4.30 $0.00 39 24" St)p Line White - Epoxy 375 LF $1.08 $0.00 40 Bale Check 76 LF (rC A C On nn 41 Silt Fence, Type Machine Sliced 24 EACH $6.65 17 $113.05 42 j� �din Type Lawn Restoration (Hydroseedin 1100 3.1 LF $1.95 1137 $2,217.15 43 .- Soddi-na - Type Lawn Restoration -ACRE $1,075.00 $0.00 44 Seeding Mixture - 60B 150 SY $4.30 $0.00 310 LBS $3.25 - $0.00 45 Commercial Fertilizer, 20 -10-10 1 15 LBS $0.38 $0.00 46 Hydraulic Soil Stabilizer Type 6 �5O 3.9__L TON Total Bid Schedule "A" $156,505.68 Bid Schedule "B" - Storm Spwpr .al Bid Schedule "B" $65,240.40 FILE: ShareVA�nidpallaramseylot344PE.�is SHEET: PAY ESTIMATE 1 2 Pay Estimate No. I City of Otsego MSAP 217-103-02 Page Avenue Summary Of Work Completed To Date: Bid Schedule "A" - STREETS Bid Schedule "B" - STORM SEWER ITEM 7.2 $156,505.68 $65,240.40 WORK COMPLETED TO DATE: LESS 10% RETAINAGE: ____LI21,146.18 WE RECOMMEND PARTIAL PAYMENT OF: ___L22,114.61 S 199,571.47 APPROVALS: CONTRACTOR: Hardrives, Inc. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNECITY OF OTSEGO Signed: Title: FILE: Share\MunicipaVaramsey/ot344PE.�ls SHEET: PAY ESTIMATE 1 Date: Date: "Hakanson Anderson ,Assoc., Inc. August 7, 2002 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 553330 Re: Heritage Hills Storm Pond 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone:763/427-5860 Fax:763/427-0520 Dear Honorable Mayor and City Council: We have reviewed the Heritage Hills Storm Pond issue and have determined the following: Currently the primary outlet is a 6" Ductile Iron Pipe. This pipe restricts the flow out of the pond until the pond reaches the overflow elevation of 924. At this elevation, the overflow dumps into the 15" concrete pipe outlet until the inflow into the storm pond is less than what the 6" DIP is outflowing. This restriction causes the Heritage Hills storm pond to stay at flood elevations for extended periods of time before slowly receding. Hydrographs show that after a 100 -year storm, the pond does not begin to recede until approximately 36 hours after the storm and then at a very slow rate of approximately 1.5 cfs; so it would take several days before it returns to normal water levels. This restriction was put in place prior to many improvements to the Halls Pond Drainage District. I . Wilson Berge Pond 2. Meadowland DNR Pond Diversion 3. Odean Avenue Storm Sewer These improvements have worked well and upsizing the outlet of Heritage Hi s Pond would not a ct icantly. the downstream flows greatly, but would affect detention time signif 11 ffe We propose to install a 12" concrete pipe to replace the 6" DIP. This would significantly reduce the high water detention time after a I 00 -year storm event. With a 12" pipe, the pond would begin to recede approximately 13 hours after the storm event. The difference for smaller, more recurring events would show an even more proportional improvement. We estimate the cost for this change at less than $ 1000. Sincerely, Hakanson Anderson Associates, Inc. Rona d J. W, , er, PE cc: Mike Robertson, Administrator Judy Hudson, Clerk Civil 6 -Municipal Engineering 25 GAMUnicipaMOTSEG0\90 I \2002\ot9O I hmccldoc Land Surveyingfor 0 ��i Uno _FU It L m 0 SID aNcd. fl, -AX 9 c —Z eq�*w -u 05-o dq4gm-u SHUSY:3 -Ioq:;, gl) O't+Z V 09 'ZIG 31 m +. zi- ' Z2 (1-6 -SZ 5 3?1 'z -8 IS -v -j W.Wo o to "0- OVI +4 VIS TC41 -,KL �-.Wtf Sol H" -C "Ndw NMkN 3M i Is- -------- A dP 0)0)x j A t- TTS4 WIN Hall's Pond Watershed Type // 24 -hr Rainfall=5.85" Prepared by HAKANSON ANDERSON ASSOCIATES, INC. Page 1 HydroCAD@ 6.00 s/n 00 1341 @ 1986-2001 Applied microcomputer Systems 8/7/2002 Pond B: HERITAGE HILLS POND - EXISTING 6" OUTLET Hydrograph Plot 145 ............... I—.- a ...... .... � —,L.. A. -j ................. MWO .—A ............ 135 13wo ....... — ........ I , I .............. ................................ ......... [ — Primary 125 . . . . .. . .......... ....... ........ . ............................... —4— ................ ... . ... .. . . ........ . . . . . . . . 115 .......... L-- --- --------- 110 ----------------------- . ........ . ......... . ............ . ........ — ----- 105 --------- ---------- ----- 7 --------- . ........ — -------- — --------- . . . . . . . . . . . . . . . . ............................. 100 —1-4-4-4-4-4— --- --- .......... ------- ...... 4 ;--4 ;--4 I .95 ..... ....... ------------ 4 ...... --- ......... ...... ......... as ....... L ............ L.- I . . ........ -------- ........... -j : : : : : : F ....... ......... — so I : : . 4 .... ........... . — ' . . . ........ — ----------------------- ......... . ........ . ........ . : : : : ; : : 4 .............. ... . ............ --------- 4 ............................ 75 .......... ...... . . . . . . . . . . . . . . . ... . ........ 7*7- 70 7-7 ...... ............. ............. 4 ------ . . . . ..... . ........ ... ...... 65 65 ...... . . . . . . . . . . ....... . . L ...... 60 ------- 55 -- — -------- — ----- I ----- — ----- . . . . . . so 7 ------------ ------ -- ----- T ......... — ---------- ------ .......... --------------- ------ 'T ............... 45 --------------- ....... ...... 40 ... . . . . . . . . . . . . . . . . . . . ... . . . . — -------- — -------- 35 . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . : 30 —7-7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ---------- ...... 25 ...... 4 ......... .... . . . i . . . . . . . .......... 4 ....... 20 ....... ...... ........ 5 L........ 5 ..................... ........... ------ 0 5 0 9 10 11 12 1'3 14 15 18 17 1 . 8 19 20 21 22 23 24 25 26 2-7 ii j� 34 i5 �0 ii 42 43 44 45 46 47 4 1 8 Time (hours) Hall's Pond Watershed Type // 24 -hr Rainfall=5.85" Prepared by HAKANSON ANDERSON ASSOCIATES, INC. Page 1 HydroCADO 6.00 s/n 001341 @ 1986-2001 Applied Microcomputer Systems 8/7/2002 Pond B: HERITAGE HILLS POND - PROPOSED 12" OUTLET Hydrograph Plot 140 -------- L . . ......... L-1 ------- ------ .......... 130 -4-1-4L.I[T� ................. ....... 120 . ..... -------------------------- ------- 110 . . . . . . . . . 100 ........ ................. ............ + 80 ......... ........ . .............................. .................... 0 4 3 2 1 0 0 0 0 80 70 60 .......... ----------------- — - ------------ ----------- ------- ..... 50 ...... 410 ............ ......... .. .......... 30- --------- 2D-: .......... ........ ... 4--l-Al ..... . ............... .......... ........................ ------ 10-: ...... 5.55 CfS 0- 5 110 I'l 12 1'31'4 i3i4 i2��7 �8 464748 Time (hours) P*nw Hakanson Anderson Assoc., Inc. August 7, 2002 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, NIN 55330 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 Re: 1-94 Industrial Park Storm Pond Flooding Dear Honorable Mayor and City Council: Last spring flooding problems arose with the storm pond in the 1-94 Industrial Park. These problems were directly related to the downstream culvert under the Burlington Northern Railroad and the ditch connecting the BNRR culvert to the culvert under 1-94 eastbound. The culvert under BNRR is a 12" concrete pipe and was virtually plugged and the downstream ditch was also filled in. We called and wrote BNRR several times. In the meantime, City crews used pumps to lower the storm pond. The storm pond has reached elevations, which inundated a septic drain field and partially covered two parking lots. BNRR did finally come out and clean out the culvert, but did not clean the ditch. This helps, but does not completely resolve the problem. The storm pond is designed with a certain amount of storage and a certain amount of outflow. In its present state, a good portion of the storage is used due to the water backing up from the plugged ditch and the outflow is also slowed due to the plugged ditch. With the recent rain, the culvert could not drain quickly enough and the pond is again flooding. City crews attempted to pump the pond down again, but the landowner to the east of K"'adler Avenue has requested the City not to pump water across her property. We recently sent another letter to BNRR and made another round of phone calls. Mn/DOT District 3 and the City crews are working together to clean the Mn/DOT right-of-way portion of the ditch and BNRR is bringing some equipment via railroad, which will be able to clean the railroad right-of-way portion. BNRR is also in the process of replacing numerous culverts under the railroad and this culvert is slated for replacement within a month. BNRR will be installing a 24" concrete pipe replacing the 12" pipe. Sincerely, Hakanson Anderson Associates, Inc. PE Rona d J. cc: Mike Robertson, Administrator Judy Hudson, Clerk Civil 6- Municipal Engineering 25 GAMUllicipaMOTSEG0\90 I \2002\ot901 hincc Ldoc Land Surveyingfor CN CY- 00 0) n LO LLJ Z 7*- 22-141 50 SHEETS A"PAD 22-142 100 SHEETS 22-144 200 SHEETS -Z I 002b �� V) Iz, h - L JA 06 Z, "Zi V) Lli cy— LLJ r CY Li CL cy') (n 100,00-00 s Hakanson Anderson Assoc., Inc. August 12, 2002 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re: School Knoll Park Dear Mayor and City Council: 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone:763/427-5860 Fax:763/427-0520 Bids were received and opened on August 8, 2002, for Construction of School Knoll Park. A total of 3 bids were received as shown on the attached Bid Tabulation. We recommend Award of the Contract to the low bidder, Koolmo Construction, 13' ) 4 146 1h Lane NW, Andover, NIN 55304-7711. With the aggressive timeframe for completion, the bid was above the Engineer's Estimate. A Change Order to a lesser project cost could be issued. Options include eliminating the doubling up of both the basketball courts and the tennis courts. Providing one of each saves approximately $20,000. Another option is to Change Order out the landscaping work and complete this at a later time (maybe next spring) and bid it in conjunction with another park. This would save an approximate $70,000 now although future costs would be incurred. Koolmo Construction specializing in park equipment installation. The company has worked in Otsego in the past, including park equipment installation (i.e. picnic table, bike rack) as a part of the 1998 bike path project. Sincerely, Hakanson Anderson Associates, Inc. RoAala J. WAgner, P,,,V �1/ - RJW:dlc Enclosure GAMunicipaM0TSEG0\7 I O\ot7 I Ohmcc.doc Civil &Municipal Engineering Land Surveyingfor 2 .71w mom 0", School Knoll Park City of Otsego Project 02-08 Bid Schedule - Site Improvements Koolmo Construction Veit & Cornnanv I R Mark rnn-ztrnrfnrq — Description QtY Unit Unit Cost Extension Unit Cost Extension Unit Cost Extension 1 Removals and Site Preparation — a. JAII demolition shown on Sheet Ll 1 LS $19,000-00 $19,000.00 $6,838.27 $6,838.27 $21,912.60 $21,912.60 — 1 2 La yout and Staking 1 LS $4,000.00 $4,000.00. $4,621.07 $4,621.07 $8,850.00 $8,850.00 I 3 Earthwork — a. JCornmon Excavation 1 LS $15,000.00 $15,000.00 $83,920.37 $83,920.37 $41,300.00 $41,300.00 — b. I Planting soil 1 LS $500.00 $500.00" $9,074.83 $9,074.83 $4,720.00 $4,720.00 — c. Fibar at Large Play Container I LS $7,000.00.. $7,000.00 $6,652.10 $6,652.10 $11,151.00 $11,151.00 — d. 8" SCH 40 PVC w/catch basin I LS $2,000.00 $2,000.00 $1,527.00 $1,527.00 $7,198.00 $7,198.00 — e. Pit Run Sand at Sm. Play Container 1 LS $1,000.00 $1,000-00 $1,049.28 $1,049.28 $2,336.40 $2,336.40 $25,500.00 $102,223.58 $66,705.40 4 Paving — a. Reinforced Concrete Apron 1 LS $2,500.00 $2,500.00 $3,403.66 $3,403.66 $8,260.00 $8,260.00 — b. 4" Concrete Sidewalk 4976 SF $4.00 $19,904.00 $4.06 $20,202.56 $3.84 $19,107.84 — c. Mn/DOT B612 Curb and Gutter 1000 LF $10.00 $10,000.00 $11.64 $11,640.00 $11.80 $11,800.00 — d. 2" bituminous paving w/subbase 4025 SY $9.50 $38,237.50 $9.81 $39,485.25 $10.44 $42,021.00 — e. 3" bituminous paving w/subbase 1007 SY $15.00 $15,105.00 $15.19 $15.296.33 $16.1-7 $16,283.19 -- if. Concrete curb edge @ container 443 LF $35.00 $15,505.00 $27.271 $12,080.61 $23.60 $10,454.80 Ig. 14" wood chip path 1710 SF $3.00 $5,130.00 $0.84 $1,436.40 $2.07 $3,539.70 1 1 $106,381.50 $103,544.81 $111,466.53 5 Site Improvements a. Screen Fence 1 LS $2.000.00. $2,000.00 $1,824.01 $1,824.01 $4,307.00 $4,307.00 b. Basketball Equipment 1 LS $6,800.00 $6,800.00 $6,376.80 $6,376.80 $12,886.78 $12,886.78 — c. Tennis Equipment 1 LS $2,700.00 $2,700.00 $2,659.73 $2,659.73 $5,719.46 $5,719.46 — d. 10'chain link fence 439 LF $34.00 $14,926.00 $34.24 $15,031.36 $46.44 $20,387.16 e. Picnic Shelter Building 2 EA $20,500.00 $41,000.00 $15,261.04 $30,522.08 $16,242.70 $32,485.40 f. 16' Bench - Dumor 58-60 5 EA $1,300.00 $6,500.00 $1,313.78 $6,568.90 $1,788.88 $8,944.40 — g. Grill - Durnor 2100. 2 EA $350.00 $700.00 $269.34 $538.68 $590.00 $1,180.00 — h. Waste Container - Dumor 102.32 4 EA $1,300.00 5,200.001 $1,146.68 $4.586.721 $1,150.50 $4,602.00 — i. Bike rack - Dumor 130-40 2 EA $800.001 $1,600.001 $796.311 $1,592.621 $1,062.001 $2,124.00 — j. Picnic Table - Dumor 7760 -PL 4 EA ..._..$1,100.001 $4,400.001 .. $1,059.411 $4,237.641 $1,239.001 $4,956.00 Bid Schedule - Site ImDrovements Bid 1 .�jlation School Knoll Park City of Otsego Project 02-08 Koolmo Construction Veit & Comnanv LS Black Cnnstrartnrn Description Qty Unit Unit Cost Extension Unit Cost Extension Unit Cost Extension k. Picnic Table - Dumor 7786 -PL ADA 2 EA $1,300.00 $2,600.00 $1,082.12 $2,164.24 $1,338.12 $2,676.24 1. Picnic Table - Dumor 76-34 PL 2 EA $1,850.00 $3,700.00 $1,722.49 ].24 98 $3,444.98 $3,422.00 $6,844.00 m. Picnic Table - Dumor 76-32 - Dumor 76-32 PL ADA 1 EA $1,500.00 $1,500.00 $1,272.86 $1,272.86 $3,069.00 $3,069.00 n. Drinkable Fountain with waterline 1 EA $3.000.00 $3,000.00 $3,626.09 $3,626.09 $4,956.00 $4,956.00 o. Entrance Sign 1 EA $1,500.00 $1,500.00 $433.431 $433.43 $2,360.00 $2,360.00 - 1 $98,126.00 $84,880.14 $117,497.44 7 Play Equipment a. Playground Equipment 1 LS $79,000.00 $79,000.00 $72,329.85 $72,329.85 $81,302.00 $81,302.00 8 Landscaping a. 12.5" Bur Oak 15 EA $500.00 $7,500.00 $360.32 $5,404.8b $383.50 $5,752.50 b. 2.5" Marshall's Seedless Ash 5 EA $350.001 $1,750.00 $313.76 $1,568.80 $310.34 $1,551.70 c. 3" Sugar Maple 20 EA $510.00 $10,200.00 $381.39 $7,627.80 $405.92 $8,118.40 d. 1.5" Spring Snow Crabapple 6 EA $200.00 $1,200.00 $182.93 $1,097.58 $218.30 $1,309.80 e. TAllegheny Serviceberry (clump) 4 EA $275.00 $1,100.00 $205.11 $820.44 $218.30 $873.20 f. 8' River Birch (clump) 12 EA $275.00 $3,300.00 $194.02 $2,328.24 $206.50 $2,478.00 Ig. 118" Cuthbert Grant Shrub Roase 43 EA $50.00 $2,150.00 $25.50 $1,096.50 $27.14 $1,167.02 h. 118" Cranberry Cotoneaster 285 EA $50.00 $14,250.00 $27.72 $7,900.20 $29.5b $8,407.50 i. 12" Gro -Lo Sumac 103 EA $50.00 $5,150.00 $26.61 $2,740.83 8 * $2,916.96 j. 1 Gal. Happy Returns Daylily 30 EA $20.00 $600.00 $16.63 $498.90 $17.70 $531.00 k. 1 Gal. Spike Gayfeather 20 EA $20.00 $400.001 $16.63 $332.60 N$232 $17.70 $354.00 rn. Shreeded Hardwood Mulch 495 SY $4.00 $1,980.00 $4.43 $2,192.85 $4.72 $2,336.40 o. Turf Grass Seed w/erosion control 9412 SY $0.50 $4,706.00 $0.55 $5,176.60 $0 . 9 $0.59 $5,553.08 p. 18' Black Hills Spruce 33 EA $425.00 $14,025.00 $260.541 $8,597.82 $277.30 $9,150.90 cl. 17'Techney Arborvitae 11 EA $250.00 $2,750.00 $249.45 $2,743.95 $265.50 $2.920.50 F- $71,061.00 $50,127.91 $53,420.96 9 Electric - a. I Parking lot light including wiring and energizing 1 EA $5,500.00M $4,656.47 $4,656.471. $5,664.00 $5,664.00 $408,568.50 $429,222.10 $466,818.93 Hakanson Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Assoc., Inc. Phone: . 763/427-5860 Fax: 763/427-0520 August 12, 2002 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re: Construction Bids, Extension of 85 1h Street East of CSAH 42 Dear Mayor and City Council: Bids were received and opened on August 8, 2002, for Construction of the Extension to 85 1h Street East of CSAH 42. A total of 12 bids were received as shown on the attached Bid Tabulation. We recommend Award of the Contract to the low bidder, W.B. Miller, 6701 Norris Lake Road NW, Elk River, MN 55303. The low bid is below the Engineer's Estimate of $245,800. The Award of the Project would be for $238,929.58. W.B. Miller specializes in both utility and street construction. The company has worked with us in the past, and has successfully completed many similar projects in the City of Ramsey. Sincerely, Hakanson Anderson Associates, Inc. RJW:dlc Enclosure cc: Mike Robertson, Administrator Judy Hudson, Clerk Civil & Municipal G:\Municipai\AOTSEGO\343\ot343hmcc.doc Engineering 25 Land Surveyingfor BID TAB[ ILATION CITY OF OTSEGO IMP,' AENTS PROJECT 02-07 85TH STREET (. . OF C.S.A.H. 42) At 9,2002 Schedule "A" - Street W.B. Miller Meadowvale R.P. Utilities Item No. 1 Description Mobilization Unit LS Qty 1 Unit Cost $5,000.00 Estimated Cost $5,000.00 Unit Cost $10,000.00 Estimated Cost $10,000.00 Unit Cost $5.100.00 Estimated Cost $5,100.00 2 Traffic Control LS 1 $8.300.00 $8,300.00 $3,000.00 $3,000.00 $2,000.00 $2,000.00 3 Class 5 Aggregate Base TN 2100 $10.00 $21,000.00 $11.00 $23,100.00 $11.00 $23,100.00 4 Type 31 Non -Wearing Course Mixture TN 335 635 $32.90 1 $20,891.50 $34.00 $21,590.00 $30.00 $19,050.00 5 Type 41 Wearing Course Mixture TN 476 $40.25 $19,159.00 $36.00 $17,136.00 $32.00 $15.232.00 6 Bituminous Material for Tack Coat GAL _9 290 $1.30 $377.00 $2.00 $580.00 $1.00 $290.00 7 Curb and Gutter Design B618 LF 2064 064 $7.45 $15,376.80 $9.50 $19,608.00 $6.90 $14,241.60 8 Sign Panels (Type C) SF 36.75 $33.50 $1,231.13 $25.00 $918.75 $32.50 $1,194.38 9 Pavement Message (Right Arrow) - Epoxy EA 1 $260.00 $260.00 $300.00 $300.00 $150.00 $150.00 10 4" Double Solid Line Yellow - Epoxy LF 940 $1.15 $1,081.00 $1.00 $940.00 $0.55 $517.00 11 4" Solid Line White - Epoxy LF 1910 $0.55 $1,050.50 $1.00 $1,910.00 $0.25 $477.50 12 24" Stop Bar White - Epoxy LF 35 $12.85 $449.75 $5.00 $175.00 $4.00 $140.00 13 Adjust frame and Ring Casting EA 4 $255.00 $1,020.00 $200.00 $800.00 $525.00 $2,100.00 14 Adjust Water Valve Box EA 5 $180.00 $900.00 $100.00 $500.00 $175.00 $875.00 15 Straw Bales -EA 60 $10.30 $618.00 $5.00 $300.00 $10.00 $600.00 16 Turf Establishment by Seeding AC 2 $825.00 $1,650.00 $1,000.00 $2,000.00 $2,500.00 $5,000.00 17 Saw Bituminous Pavement LF 150 $2.60 $390.00 $4.00 $600.00 $2.00 $300.00 18 Remove Existing Bituminous Pavement SY 17 $7.25 $123.25 $5.00 $85.00 $10.00 $170.00 19 - Mill Bituminous Surface SY $7.25 $12 3.25 $25.00 $425.00 $15.00 $255.00-1 Schedule "B" - Storm Sewer Schedule "A" Totals $99,001.18 $103,967.75 $90,792.48 Item No. Description FUn i t Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 'ted Cosl t 20 15" R Pipe Class 5 LF 96 $17.50 $1,680.00 $21.00 $2,016.00 $23.2J5 $ $2,232.00 21 24" RC Pipe Class 5 LF 223 $31.65 $7,057.95 $35.00 - $7,805.00 $35.80 $ 0 $7,9183.4E0 22 23 ff2415" 25 15" RC Pipe Class 3 R C 18" RC Pipe Class 3 HDPE Pipe 18" HDPE Pipe otsego/343/ot343bidtab.xlsBid Tabulation LF LF LF LF 65 169 40 387 $17.50 $19.35 $10.55 _$12.80 $1,137.50 $3,270.15 $422.00 $4,953.60 BP -2 - $21.00 - $23.00 $14.00 $16.00 $1,365.00 $3,887.00 $560.00 $6,192.00 $23.25 $24.90 $17.30 $19.50 $1,511.25 $4,208.10 $692�00 $7,546.50 BID TABULATION CITY OF OTSEGO IMF 'MENTS PROJECT 02-07 85TH STREET � i OF C. S.A. H. 42) I Schedule "B" -Storm Sewer Continued Item No. 26 Description 21" HDPE Pipe Unit LF Qty 10 Unit Cost $16.35 27 28 27" HDPE Pipe 4' Dia. Catchbasin/Manhole LF EA 230 3 $24.55 $1.390.00 29 4' Dia. Storm Manhole EA 7 $1,350.00 30 2' x 3' Catchbasin EA 3 $1,135.00 31 18" RCP FES EA 2 $695.00 32 Class 11 Field Stone Rock Rip -Rap CY 4 $105.00 Manhole Overdepth VF Schedule "B" Totals 40 Schedule "C" - Sanitary Sewer $2,508.00 $3,190.00 $5,980.00 $2,850.00 $900.00 Item No. 33 34 Description 8" PVC SDR 26 12 - 14' Deep 8" PVC SDR 26 14-16'Deep Unit LF LF Qty 114 145 Unit Cost 14.7 $14.80 35 8" PVC SDR 26 16-18'Deep LF 370 $15.35 36 8" PVC SDR 26 18-20'Deep LF 300 $16.15 37 8" PVC SDR 26 20-22'Deep LF 85 $16.70 38 Standard Sanitary Sewer Manhole 0-8' Deep _EA $1,445.00 39 Manhole Overdepth VF 24 $77.25 40 Connect to Existing Sanitary Sewer Drop Manhole LS 1 $2,975.00 41 8"x 6" PVC Wye EA 8 $36.00 42 6" PVC SDR 26 Service Pipe LF 350 $10.60 43 6" PVC SDR 26 Riser VF , 24 $20.50 44 8".Plug EA 1 $55.00 45 Televise Sanitary Sewer LF 1014 $0.80 46 Dewatering LF 1014 $15.45 Schedule "C" Totals W.B. Miller Estimated Cost $163.50 $5,646.50 $4,170.00 $3,405.00 $1,390.00 $43,166.20 Estimated Cost $1,675.80 $2,146.00 $5,679.50 $1,419.50 $4,335.00 $1,854.00 $2,975.00 $288.00 $3,710.00 ' ' 0 0' $ $4 E 92.00 9 00 $ $55.00 00 S811.20 $15,666.30 $45,952.30 otsego/34 31ot34 3bidtab.xls Bid Tabulation BP -3 Meadowvale Unit Cost I Estimated Cost $26.00 $950.00 $2,508.00 $3,190.00 $5,980.00 $2,850.00 $900.00 $25.00 $6,300.00 $750.00 $2,125.00 $2,250.00 $600.00 $120.00JEEF.00 $1,200.00 $100.00 $300.00 $400.00 $480-00 $13.00 $41,055.00 Unit Cost I Estimated Cost $22.00 $22.00 $2,508.00 $3,190.00 $22.00 $8,140.00 $25.00 $7,500.00 $25.00 $2,125.00 $1,400.00 $4,200.00 $120.00JEEF.00 $2,880 $300.00 $300.00 $60.00 $480-00 $13.00 $4,550.00 $20.00 $480.00 $30.00 $2.00 $15.00 $30.00 $2,028.00 $ 15.2 1`0. 0 0 $53,621.00 Unit Cost $23.00 $28.90 $1,525.00 $1,350.00 $910.00 $415.00 $100.00 Unit Cost $21.10 $23.10 $25.10 _$27.10 $29.10 $2,080.00 $190.00 $3,690.00 $75.00 $13.50 $13.50 $15.00 $0.70 $14.30 A R.P. Utilities 8,2002 Estimated Cost $230.00 $6,647.00 $4.575.00 $2,730.00 $830.00 $400.00 $49,035.25 Estimated Cost $3,349.50 $9,287.00 $8,130.00 $2,473.50 $6,240.00 $4,560.00 $600.00 $4,725.00 $324.00 $15.00 $709.80 $14,500.20 $61,009.40 BID TA 01 )LATION CITY OF OTSEGO IMF 'MENTS PROJECT 02-07 85TH STREET r OF C.S.A.H. 42) Schedule "ID" - Watermain W.B. Miller Meadowvale R.P. Utilities 8,2002 Item No. Description Unit Qty I Unit Cost -L Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 47 48 49 6" -DIP Watermain Class 52 12" DIP Watermain Class 52 Insulation LF LF SIF 487 1020 96 $13.90 $22.15 $3.10 $6,769.30 $22,593.00 $297.60 $16.00 $25�00 $3.00 $7,792.00 $25,500.00 $288.00 $19.10 $27.30 — $9,301.70 $27,846.00 atermain Fittings LB 1 3580 $1.50 $5,370.00 $2.00 __$3.50 $7,160.00 $0.01 _$336.00 $35.80 51 Connect to Existing 16" DIP, cut and install 16"_x 12" Ti LS 1 $2,575.00 $2,575.00 $1,200.00 $1,200.00 $3,525.00 $3,525.00 52 Hydrant w/ Gate Valve — EA 4 $2,165.00 $8,660.00 $2,200.00 $8,800.00 $2,175.00 $8,700.00 53 12"Butterfly Valve EA 1 —8 _T $825.00 $825.00 850.00 $850.00 $930.00 $930.00 54 16" Gate Valve I EA $465.00 $3,720.00 $600.00 $4,800.00 $650.00 $5,200.00 Schedule "D" Totals $50,809.90 Total Schedule "A" - Street $99,001.18 Total Schedule "B" - Storm Sewer $43,166.20 Total Schedule "C" - Sanitary Sewer $45,952.30 Total Schedule"13" - Watermain $50,809.90 Total All Schedules $238,929.58 Otsego/343/ot343bjdtab.xlsBid Tabulation BP -4 $56,390.00 $103,967.75 $41,055.00 $53,621.00 $56,390.00 $255,033.75 $55,874.50 $90,792.48 $49,035.25 $61,009.40 $55,874.50 $256,711.63 BID TARULATION CITY OF OTSEGO IM[ -MENTS PROJECT 02-07 85TH STREET, T OF C. S.A. H. 42) P -8, 2002 Schedule "B" - Storm Sewer Item No. Description 20 15" RC Pipe Class 5 21 24" RC Pipe Class 5 22 15" RC Pipe Class 3 23 18" RC Pipe Class 3 24 15" HDPEE Pipe PC 125118""'HDPE Pioe otsego/343/ol343bidtab.xlsBid Tabulation -Scheduie "A" Totals $100,535.81 $102,969.36 $90,224.48 Unit I Qty Unit Cost Estimated Cost Volk Sewer and Water Richard Knutson Redstone Construction Schedule "A" - Street LF 96 $19.00 $1,824.00 $25.941 E $2,490.24 $20.46 $1,964.16 Item 223 $33.56 $7,483.88 $36 .29 $8,092.67 $35.51 $7,918.73 LF 65 N o. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 1 - Mobilization LS 1 $3,500.00 $3,500.00 $11,500.00 $11,500.00 $5,530.87 $5,530.87 2 Traffic Control LS --- 1 $2,400.00 $2,400.00 $2,600.00 $2,600.00 $2,000.00 $2,000.00 3 Class 5 Aggregate Base TN 2100 $13.25 $27,825.00 $11.00 $23,100.00 $11.00 $23,100.00 4 Type 31 Non -Wearing Course Mixture TN 635 $31.20 $19,812.00 $30.00 $19,050.00 $30.00 $19,050.00 5 Type 41 Wearing Course Mixture TN 476 $33.28 $15,841.28 $32-00 $15�232.00 $32.00 $15,232.00 6 Bituminous Material for Tack Coat GAL 290 $1.04 $301.60 $1.50 $435.00 $1.00 7 Curb and Gutter Design B618 LF 2064 $7.61 $15,707.04 $7.87 $16,243.68 $7.67 $290.00 8 Sign Panels (Type C) SF 36.75 $23.65 $869.14 $32.50 $1,194.38 $32.50 $15,830.88 $1,194.38 9 Pavement Message (Right Arrow) - Epoxy EA 1 $275.00 $275.00 $255.00 $255.00 $250.00 10 4" Double Solid Line Yellow - Epoxy LF 940 $1.23 $1,156.20 $1.15 $1,081.00 $1.12 $250.00 11 4" Solid Line White - Epoxy LF 1910 $0.57 $1,088.70 $0.53 $1,012.30 $0.52 $1,052.80 12 24" Stop Bar White - Epoxy LF 35 $13.71 $479.85 $13.00 $455.00 $12.46 $993.20 $436.10 13 Adjust frame and Ring Casting EA 4 $400.00 $1,600.00 $150.00 $600.00 $250.49 $1,001.96 14 Adjust Water Valve Box EA 5 $300.00 $1,500.00 $75.00 $375.00 $125.24 �626.20 15 Straw Bales EA 60 $10.00 $600.00 - $6.60 $396.00 $10.00 $600.00 16 Turf Establishment by Seeding AC 2 $3,150.00 $6,300.00 $4,100.00 $8,200.00 $900.00 $1,800.00 17 Saw Bituminous Pavement LF 150 $4.00 $600.00 $6.00 $900.00 $6.00 $900.00 18 Remove Existing Bituminous Pavement SY 17 $20.00 $340.00 $5.00 $85.00 $4.77 19 Mill Bituminous Surface SY , 17 $20.00 $340.00 $15.00. $255.00 $15.00 $81.09 $255.00 Schedule "B" - Storm Sewer Item No. Description 20 15" RC Pipe Class 5 21 24" RC Pipe Class 5 22 15" RC Pipe Class 3 23 18" RC Pipe Class 3 24 15" HDPEE Pipe PC 125118""'HDPE Pioe otsego/343/ol343bidtab.xlsBid Tabulation -Scheduie "A" Totals $100,535.81 $102,969.36 $90,224.48 Unit I Qty Unit Cost Estimated Cost Unit Cost Estimated Cost U it Co Unit Cost t E Estimated Cost LF 96 $19.00 $1,824.00 $25.941 E $2,490.24 $20.46 $1,964.16 LF 1 223 $33.56 $7,483.88 $36 .29 $8,092.67 $35.51 $7,918.73 LF 65 $18.00 $1,170.00 $30.94 $2.011.10 nns $19.14 $1,244.10 LF 116 , $22.00 $3,718.00 $24.88 $4,204.72 $22.46 $ $3,795.74 LF 40 $13.50 $540.00 $26.90 $1,076.00 $24.71 $ 1 $988.40 LF 387 $14.69 $5,685.03 $18.75 $7,256.25 $ 1 $16.22 $6,277.14 BP -5 Schedule "B" - Storm Sewer Continued Item No. Description 26 21" HDPE Pipe 27 27" HDPE Pipe 28 4' Dia. Catchbasin/Manhole 29 4' -Dia. Storm Manhole 30 2' x 3' Catchbasin 31 18" RCP FES 32 Class 11 Field Stone Rock Rip -Rap Schedule "C" - Sanitary Sewer Item No. Description 33 8" PVC S DR 26 12 - 14' Deep 34 8" PVC SDR 26 14-16'Deep 35 8" PVC SDR 26 16-18' Deep 36 8" PVC SDR 26 18-20'Deep 37 8" PVC SDR 26 20-22' Deep 38 Standard Sanitary Sewer Manhole 0-8' 39 Manhole Overdepth 40 Connect to Existing Sanitary Sewer Dn 41 8"x 6" PVC Wye 42 6" PVC SDR 26 Service Pipe 43 6" PVC SDR 26 Riser 44 .8" Plug 45 Televise Sanitary Sewer 46 IDewaterina BID TABULATION CITY OF OTSEGO IM. HMENTS PROJECT 02-07 85TH STREEI -�T OF C.S.A.H. 42) Volk Sewer and Water Richard Knutson /I -t 8, 2002 Redstone Construction Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost LF 1-0--1 $17.00 $170.00 $61.33 $613.30 j45 79 LF 230 $22.50 $5,175.00 $29.50 $6,785.00 $29.04 EA 3 $1,200.00 $3,600.00 $1,310.00 $3,930.00 $1,597.29 EA 7 $1,100.00 $7,700.00 $1,170.00 $8,190.00 $1,496.39 EA 3 $900.00 $2,700.00 $1,000.00 $3,000.00 $1,098.70 EA 2 $405.00 $810.00 $535.00 $1,070.00 $493.84 CY 4 $130.00 $520.00 --- $150.00 $60000 -j $89.87 Schedule "B" Totals Unit Qty Unit Cost LF LF 114 145 $14.00 $23.00 LF 370 $25.00 LF 300 $28.00 LF 85 $33.00 �ep EA 3 $1,750.00 VF 24 $100.00 Manhole LS 1 $6,500.00 EA 8 $65.00 LF 350 $10.00 VF 24 $10.00 EA 1 $35.00 LF 1014 $1.00 LF 1014 - $16.10 Schedule "C" Totals $41,095.91 Estimated Cost I Unit Cost $1,596.00 $3,335.00 $18.17 $18.17 $9,250.00 $25.32 $8,400.00 $25.32 $2,805.00 $25.32 $5,250.00 $2,093.00 $2,400.00 $105.08 $6,500.00 $2,050.00 $520,00 $110-00 $3,500.00 $11.83 $240.00 $10.83 $35.00 $38.00 $1,014.00 $0.70 6,325.40 $20.50 $61,170.40 otseqo/3431ot343bidtab.xlsBid Tabulation BP -6 $49,319.28 Estimated Cost Unit Cost $2,071.38 $2,634.65 $14.97 $17.55 $9,368.40 $22.22 $7,596.00 $31.51 $2,152.20 $40.97 $6,279.00 $2,521.92 $2,272.91 $154.89 $2,050.00 $880.00 $2,173.27 $333.98 $4,140.50 $11.01 $259.92 $11.12 $38.00 $709.80 $20,787.00 $10.58 $1.46 $21.85 $61,488.77 Estimated Cost $457.90 $4,791.87 $10,474.73 $3,296.10 $987.68 $359.48 $49,235.23 Estimated Cost $1,706.58 $2,544.75 $8,221.40 $9,453.00 $3,482.45 $6,818.73 $3,717.36 $2,173.27 $2,671.84 $3,853.50 $266.88 $10.58 $1,480.44 $22,155.90 $68,556.68 Schedule "D" - Wafirnnnin BID TABULATION CITY OF OTSEGO IMF 7MENTS PROJECT 02-07 85TH STREET, F OF C. S.A. H. 42) A' '8, 2002 Volk Sewer and Water Richard Knutson Redstone Construction Item No. Description Unit Qty j Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 47 6" DIP Watermain Class 52 LF 487 $17.00 $8,279.00 $15.51 $7,553.37 $16.66 $8,113.42 48 12" DIP Watermain Class 52 LF 1020 $25.75 $26,265.00 $23.21 $23,674.20 $24.79 $25,285.80 49 Insulation SF 96 $2.50 $240.00 $3.65 $350.40 $3.43 $329.28 50 Watermain Fittings LBS 3580 $1.59 $5,692.20 $1.10. $3 . 938.00 $2.08 $7,446.40 51 52 L Connect to Existing 16" DIP, cut and install 16" x 12" T& Hydrant w/ Gate Valve 12"Butterfly Valve LS EA EA 1 4 1 $3,500.00 $2,100.00 $1,228.00 $3,500.00 $8,400.00 $1,228.00 $1,080.00 $1,940.28 $764.03 $1,080.00 — $7,761.12 $764.03 $3,500.92 $2,637.33 $1,066.92 - $3,500.92 $10,549.32 $1,066.92 EA 8 $554.00 $4,432.00 $479.70 $3,837.60 620.16 _L_ $4,961.28 Schedule "D" Totals $58,036.20 Total Schedule "A" - Street $100,535.81 Total Schedule "B" - Storm Sewer $41,095.91 Total Schedule "C" - Sanitary Sewer $61,170.40 Total Schedule "13" - Watermain $58,036.20 Total All Schedules $260,838.32 otsego/34 3/ot343bidtab. As Bid Tabulation BP -7 $48,958.72 $102,969.36 $49,319.28 $61,488.77 $48,958.72 $262,736.13 $61,253.34 $90,224.48 $49,235.23 $68,556.68 $61,253.34 $269,269.73 BID TABULATION CITY OF OTSEGO IN 'EMENTS PROJECT 02-07 85TH STREE-i 3T OF C.S.A.H. 42) A 8, 2002 LaTour Construction S.R. Weidema Three Rivers Construction Schedule "A" - Street -Ttern No. Description Unit Qty -Unit Cost Estimated Cost $7,840.00 Unit Cost $5,000.00 Estimated Cost $5.0 00.00 Unit Cost $7,100.00 Estimated Cost $7,100.00 1 Mobilization LS 1 $7,840.00 2 Traffic Control - LS 1 $2,060.00 $2,060.00 $2,500.00 - $2,500.00 $2,500.00 3 Class 5 Aggregate Base TN 2100 $11.60 $24,360.00 $7.75 $16,275.00 _$2,500.00 $10.50 $22,050.00 4 Type 31 Non -Wearing Course Mixture - TN 635 $31.00 $19,685.00 $32.00 $20,320.00 $32.00 $20.320.00 5 Type 41 Wearing Course Mixture TN 476 $33.00 $15,708.00 $290.00 $34.30 $2.00 $16,326.80 $580.00 $34.50 $1.00 $16,422.00 $290.00 6 Bituminous Material for Tack Coat GAL 290 $1.00 7 Curb and Gutter Design B618 -_ LF __[ 2064 $8.00 $16,512.00 $7.25 $14,964.00 $9.00 $18.576.00 8 Sign Panels (Type C) SF 36-75 $33.50 $1,231.13 $_21.50 $790.13 $22.00 $808.50 9 Pavement Message (Right Arrow) - Epoxy EA 1 $257.50 $257.50 $250.00 $250.00 $150.00 $150.00 10 4" Double Solid Line Yellow - Epoxy LF 940 $1.20 $1,128.00- $1.15 $1,081.00 $0.52 $488.80 11 4" Solid Line White - Epoxy LF 1910 $0.50 $955.00 $0.55 $1,050.50 $0.25 $477.50 12 24" Stop Bar White - Epoxy LF 35 $36.00 $1,260.00 $1,229.60 $12.50 $365.00 $437.50 $1,460.00 _$4.00 $140.00 $1,400.00 13 Adjust frame and Ring Casting EA 4 $307.40 14 Adjust Water Valve Box EA 1 5 $185.00 $925.00 $150.00 $750.00 _$350.00 $185.00 $925.00 15 Straw Bales EA 60 $7.70 $462.00 $6.50 $390.00 $390.00 16 Turf Establishment by Seeding AC 2 $1,545.00 $3,090.00 $1,210.00 $2,420.00 _$6.50 $3,000.00 $6,000,00 17 Saw Bituminous Pavement LF 150 $6.20 $930.00 $3.00 $450.00 $525.00 18 Remove Existing Bituminous Pavement SY 17 $11.20 $190.40 $10.00 $170.00 _$3.50 $30.00 $510.00 19 Will Bituminous Surface "1 17 $15.50 $263.50 $30.00 $510.00 $25.00 $425.00 Schedule "A" Totals $98,377.13 $85,724.93 $99,497.80 Schedule "B" - Storm Sewer Item - No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 20 15" RC Pipe Class 5 LF 96 $23.20 $2,227.20 $35.60 $3,417.60 $23.00 $ $2,208.00 21 24" RC Pipe Class 5 LF 223 $36.20 $8,072.60 $47.00 $10,481.00 $37.00 $8,251.00 22 15" RC Pipe Class 3 LF 65 $22.10 $1,436.50 $35.60 $2,314.00 $23.00 $1,495.00 23 18" RC Pipe Class 3 LF 169 $25.00 $4,225.00 $36.50 $6,168.50 $25.50 $4,309.50 24 15" HDPE Pipe LF 40 $14.20 $568.00 $35.65 $ $1,426.00 $16.50 $660.00 25 18" HDPE Pipe _L F� $15.70 $6,075.90 $26. 10 10 $10,100.70 $19.25 $7,449.75 otsego/343/ot343bidtab.xlsBid Tabulation BP -8 BID TABULATION CITY OF OTSEGO IMF --MENTS PROJECT 02-07 85TH STREET f OF C.S.A.H. 42) LaTour Construction Schedule "B" - Storm Sewer Continued X, -t 8. 2002 S.R. Weiderna Three Rivers Construction Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 26 21" HDPE Pipe LF 10 $17.80 $178.00 $41.25 $412.50 $26.00 $260.00 27 27" HDPE Pipe LF 230 $23.60 $5,428.00 $38.40 $8,832.00 $29.50 $6,785.00 28 4' Dia. Catchbasin/Manhole EA 3 $2,048.00 $6,144.00 $1,400.00 $4,200.00 $1,315.00 $3.945.00 29 4' Dia. Storm Manhole EA 1 7 $1,130.00 $7,910.00. $1,150.00 $8,050.00 $1,175.00 $8,225.00 30 2'x 3' Catchbasin EA 3 $1,098.00 $3,294.00 $975.00 $2,925.00 $1,022.00 $3,066.00 31 18" RCP FES EA 2 $385.00 $770.00 $755.00 $1.510.00 $552.00 $1,104.00 32 lClass 11 Field Stone Rock Rip -Rap CY 4 $70.60 $282.40 :::[:$�l 20 �OO �$�48O 00� $100.00 $400.00 Schedule "B" Totals $46,611.60 $60,317.30 $48,168.25 Schedule "C" - Sanitary Sewer Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 33 8" PVC S DR 26 12 - 14' Deep LF 114 $22.30 $2,542.20 $36.35 $4,143.90 $50.80 $5,791.20 34 8" PVC SDR 26 14-16'Deep LF 145 $25.60 $3,712.00 $36.35 $5,270.75 $51.80 $7,511.00 35 8" PVC SDR 26 16-18'Deep LF 370 $29.00 $10,730.00 $36.35 $13,449.50 $67.10 %94,827.00 36 8" PVC SDR 26 18-20'Deep LF 300 $33.00 $9,900.00 $36.35 $10,905.00 $72.10 $21,630.00 37 8" PVC SDR 26 20-22' Deep LF 85 $34.60 $2,941.00 $36.35 $3,089.75 $77.10 $6,553.50 38 Standard Sanitary Sewer Manhole 0-8' Deep EA 3 $2,155.00 $6,465.00 $2,350.00 $7,050.00 $2,252.00 $6,756.00 39 Manhole Overdepth VF 24 $81.50 $1,956.00 $180.00 $4,320-00 $91.00 $2,184.00 40 Connect to Existing Sanitary Sewer Drop Manhole LS 1 $9,164.00 $9,164.00 $1,500.00 $1,500.00 $2,350.00 $2,350.00 41 8"x 6" PVC Wye EA 8 $43.80 $350.40 $53.00 $424.00 $77.00 $616.00 42 6" PVC SDR 26 Service Pipe LF 350 $10.20 $3,570.00 $20.25 $7,087.50 $11.85 $4,147.50 43 6" PVC SDR 26 Riser VF 24 $20.60 $494.40 $12.00 $288.00 $6.85 $164.40 44 8" Plug EA 1 - $41.30 $41.30 $27.00 $27.00 $33.00 $33.00 45 1 46 Televise Sanitary Sewer IDewatering LF 1014 $030 .50 $,09,,0 $15,717.00 $1,00 $0.01 $1,014.00 $10.14 $1.00 $1.00 $1,014.00 $1,014.00 Schedule "C" Totals $68,293.10 otsego/343/ct343bidtab.xlsl3id Tabulation BP -9 $58,579.54 $84,591.60 BID TARULATION CITY OF OTSEGO IMr 7MENTS PROJECT 02-07 85TH STREET, F OF C.S.A.H. 42) I LaTour Construction Schedule "D" - Watermain A '8, 2002 S.R. Weidema Three Rivers Construction Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 47 6" DIP Watermain Class 52 LF 487 $15.40 $7,499.80 $25.25 $12,296.75 $19.05 $9,277.35 48 12" DIP Watermain Class 52 LF 1020 $25.30 $25,806.00 $33.15 $33,813.00 $20.90 $21,318.00 49 Insulation SF 96 $3.60 $345.60 $2.65 $254.40 $254.40 50 Watermain Fittings LBS, 3580 $1.70 $6,086.00 $1.10 $3,938.00 —$2.65 $2.00 $7,160.00 51 Connect to Existing 16" DIP, cut and install 16" x 12" Te LS 1 $2,773.00 $2,773.00 $2,300.00 $2,300.00 $2,300.00 $2,300.00 52 Hydrant w/ Gate Valve EA 4 $2,275.00 $9,100.00 $2,120.00 $8,480.00 $2�0911.00 $8,364.00 53 12"Butterfly Valve EA 1 $823.00 $823.00 1 $950.00 1 $950.00 $765.00 $765.00 54 16" Gate Valve EA 8 $506.00 $4,048.00 _I $520.00 $4,160.00 $480.00 8 000 $3,840.00 Schedule 'T" Totals $56,481.40 Total Schedule "A" - Street $98,377.13 Total Schedule "B" - Storm Sewer $46,611.60 Total Schedule "C" - Sanitary Sewer $68,293.10 Total Schedule "D" - Watermain $56,481.40 Total All Schedules $269,763.23 otsego/343/ot343bidtab.xlsl3id Tabulation BP -10 $66,192.15 $85,724.93 $60,317.30 $58,579.54 $66,192.15 $270,813.92 $53,278.75 $99,497.80 $48,158.25 $84,591.60 $53,278.75 $285,526.40 BID TABULATION CITY OF OTSEGO IMP' MENTS PROJECT 02-07 85TH STREET ( OF C. S.A. H. 42) At, '8, 2002 Schedule "A" - Street Kuechle Underground Park Construction Barbarossa & Sons Item No. I Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 1 2 3 Mobilization Traffic Control Class 5 Aggregate Base LS LS TN 1 1 2100 $500.00 $2,000.00 $10.00 $500.00 $2,000.00 $21,000.00 $10,548.00 $2,200.00 $11.00 $10,548.00 $2,200.00 $23,100.00 $9,000.00 $2,000.00 $11.00 $9,000.00 $2,000.00 $23,100.00 4 Type 31 Non -Wearing Course Mixture TN 635 $32.00 $20,320.00 $31.96 $20,294.60 $30.00 $19,050.00 5 Type 41 Wearing Course Mixture TN 476 $34.00 $16,184.00 $34.30 $16,326.80 $32.00 $15,232.00 6 Bituminous Material for Tack Coat GAL 290 $1.50 $435.00 $1.50 $435.00 $1.00 $290.00 7 Curb and Gutter Design B618 LF 2064 $8.00 $16,512.00 $7.67 $15,830.88 $7.25 $14,964.00 8 Sign Panels (Type C) SF 36.75 $33.00 $1,212.75 $21.50 $790.13 $32.50 $1,194.38 9 Pavement Message (Right Arrow) - Epoxy EA 1 $250.00 $250.00 $250.00 $250.00 $250.00 $250.00 10 4" Double Solid Line Yellow - Epoxy LF 940 $1.12 $1,052.80 $1.12 $1,052.80 $1.12 $1,052.80 11 4" Solid Line White - Epoxy LF 1910 $0.52 $993.20 $0.52 $993.20 $0.52 $993.20 12 24" Stop Bar White - Epoxy LF 35 $12.00 $420.00 $12.46 $436.10 $12.46 $436.10 13 Adjust frame and Ring Casting EA 4 $160.00 $640.00 $300.00 $1,200.00 $180.00 $720.00 14 Adjust Water Valve Box EA 5 $110.00 $550.00 $200.00 $1.000.00 $180.00 $900.00 15 Straw Bales EA 60 $6.50 $390.00 $7.00 $420.00 $6.50 $390.00 16 Turf Establishment by Seeding AC -1 2 $3,000.00 $6,000.00 $7,800.00 $15,600.00 $3,000.00 $6,000.00 17 Saw Bituminous Pavement I LF 150 $6.00 $900.00 $5.00 $750.00 $3-.00 $450.00 18 Remove Existing Bituminous Pavement SY 17 $15.00 $255.00 $9.00 $153.00 $10.00 $170.00 19 Mill Bituminous Surface SY 17 $20.00 $340.00 $15.0 $255-00 1 $15.00 $255.00 Schedule "B" - Storm Sewer Schedule "A" Totals $89,954.75 $111,635.51 $96,447.48 Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 20 15" RC Pipe Class 5 LF 96 $25.00 0000 $2,400.00 $31.00 $3 $2,976.00- $33.00 1 00 $3,168.00 21 22 24" RC Pipe Class 5 15" RC Pipe Class 3 LF LF - 223 65 $38.00 $25.00 $8 00 $8,474.00 $1,625.00 $37.00 $ $29.00 $8,251.00 $1,885.00 $49.00 $33.00 $ 1A $10,927.00 09 00 $2,145.00 23 24 25 118" 18" RC Pipe Class 3 15" HDPE Pipe HDPE Pipe Otsego/34 3/ot343 bidtab.xls Bid Tabulation LF LF LF 169 40 387 $27.00 $19.00 $21.00 $4,563.00 $760.00 $8,127.00 BP -11 $36-00 $45.00 $36.00 $6,084.00 $1,800.00 L13,932 00 $37.00 $25.00 $28.00 $6,253.00 $1,000.00 $10,836.00 BID TABULATION CITY OF OTSEGO IMF WENTS PROJECT 02-07 85TH STREET, r OF C.S.A.H. 42) Kuechle Underground Park Construction Schedule "B" - Storm Sewer Continued A' 18, 2002 Barbarossa & Sons Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 26 21" HDPE Pipe LF 10 $26.00 $260.00 $28.00 $280.00 $39.00 $390.00 27 27" HDPE Pipe LF 230 $33.00 $7,590.00 $32.00 $7,360-00 $41.00 $9,430.00 28 4' Dia. Catchba si n/Man hole EA 3 $1,600.00 $4,800.00 $2,200.00 $6,600.00 $1,300.00 $3,900.00 29 4' Dia. Storm Manhole EA 7 $1,700.00 $11,900.00 $2,000.00 $14,000.00 $1,500.00 $10,500.00 30 2' x 3' Catchbasin EA 3 $1,300.00 $3,900.00 $1,600.00 $4,800.00 $1,100.00 $3,300.00 31 18" RCP FES EA 2 $470.00 $940.00 $600.00 $1,200.00 $475.00 $950.00 32 IClass 11 Field Stone Rock Rip -Rap CY . 4- $63.00 $252.00 $155.00 $620.00 $62.00 1 $248.00 Schedule "B" Totals Schedule "C" - Sanitary Sewer $55,591.00 $69,788.00 $63,047.00 Item No. Description Unit Cty Unit Cost- Es timated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 33 8" PVC SDR 26 12 - 14' Deep LF 114 $32.29 $3,681.06 $36.00 $4,104.00 $4&00 $4.560.00 34 - 8" PVC S DR 26 14-16' Deep LF 145 $32.29 $4,682.05 $41.00 $5,945.00 $40.00 $5,800.00 35 18" PVC SDR 26 16-18'Deep LF 370 $32.29 $11,947.30 $45.00 $16,650.00 $45.00 $16,650.00 36 8" PVC SDR 26 18-20'Deep LF 300 $32.29 $9,687.00 $50.00 $15,000.00 $45.00 $13,500.00 37 8" PVC SDR 26 20-22' Deep LF 85 $32.29 $2,744.65 $55.00 $4,675.00 $50.00 $4,250.00 38 Standard Sanitary Sewer Manhole 0-8' Deep EA 3 $3,300.00 $9,900.00 $4,200.00 $12,600.00 $2,200.00 $6,600.00 39 Manhole Overdepth VF 24 $144.00 $3,456.00 $280.00 $6,720.00 $150.00 $3,600.00 40 Connect to Existing Sanitary Sewer Drop Manhole LS 1 $5,700.00 $5,700.00 $2,800.00 $2,800.00 $1,800-00 $1,800.00 41 8"x 6" PVC Wye EA 8 $107.00 $856.00 $370-00 $2,960.00 $120.00 $960.00 42 6" PVC SDR 26 Service Pipe LF 350 $16.00 $5,600.00 $30.00 $10,500.00 $14.00 $4,900.00 43 6" PVC SDR 26 Riser VF 24 $16.00 $384.00 $60.00 $1,440.00 $14.00 $336.00 44 8" Plug EA 1 $37.00 $37.00 $400.00 $400.00 $25.00 $25.00 45 Televise Sanitary Sewer LF 1014 $1.00 $1,014.00 $0.67 $679.38 $0.67 $679.38 46 1 Dewatering LF 1014 $2400 $24,336.00 $40.00 $40,560.00 $33.00 $33,462.00 Schedule "C" Totals $84,025.06 Otsego/343/ot343bid(ab.xlsBid Tabulation BP -12 $125,033.38 $97,122.38 BID TARI ILATION CITY OF OTSEGO IMP 'AENTS PROJECT 02-07 85TH STREET ( I OF C.S.A.H. 42) n Kuechle Underground Park Construction Schedule "D" - Watermain Aur, ---i 8, 2002 Barbarossa & Sons Item No. Description Unit Qty Unit Cost Estimated Cost Unit Cost Estimated Cost Unit Cost Estimated Cost 47 6" DIP Watermain Class 52 LF 487 $16.00 $7,792.00 $35.00 $17,045.00 $22.00 $10,714.00 48 12" DIP Watermain Class 52 LF 1020 $23.00 $23,460.00 $25.00 $25,500.00 $35.00 $35,700.00 49 Insulation SF 96 $6.47 $621.12 $3.90 $374.40 $4.00 $384.00 50 Watermain Fittings LBS 3580 $1.50 $5,370.00 $3.00 $10,740.00 $2.00 $7,160.00 51 lConnect to Existing 16" DIP, cut and install 16" x 12" Te LS 1 $2,000.00 $2,000.00 $3,200.00 $3,200.00 $2,000.00 $2,000.00 52 Hydrant w/ Gate Valve EA 4 $2,600.00 $10,400.00 $3,200.00 $12,800.00 $2,300.00 $9,200.00 53 12"Butterfly Valve EA 1 $1,400.00 $1,400.00 $1,900.00 $1,900.00 $900.00 $900.00 54 6" Gate Valve EA , 8 $980.00 $7,840.00 $1,700.00 $13,600.00 $600.00 11 Schedule"D" Totals $58,883.12 Total Schedule "A" - Street $89,954.75 Total Schedule "B" - Storm Sewer $55,591.00 Total Schedule "C" - Sanitary Sewer $84,025.06 Total Schedule "13" - Watermain $58,883.12 Total All Schedules $288,453.93 otsego/343/ot343bidtab.xlsBid Tabulation BP -13 $85,159.40 $111,635.51 $69,788.00 $125,033.38 $85,159.40 $391,616.29 $70,858.00 $96,447.48 $63,047.00 $97,122.38 $70,858.00 $327,474.86 ldb-12-2002 05:19PM FROM Couri & MacArthur TO 44leB23 P.02 ptm'poqwsap os pwimpp uopi6djVT ULWUUA a*. 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OT 'wayp[m 08-12-2002 05:20PM FROM Couri & MacArthur TO 4418823 P.e4 �ospnH 'J' ()9aSIQ 90AID TO 4418823 P.e4 �ospnH -A ui 00 :2 31 N ol CD U CL c ( ro .- pro ci UJ rn Z 1�6: N CL ul Nt co I (q)%) ITI I ct P, (,y ov lu \A 4v- N Cl ITEM 9.B. MEMO Date: August 7, 2002 To: Mayor & Council From: City Administrator Mike Robertson Re: Future of the EDAAC I have enclosed the minutes of the recent EDA-EDAAC meeting. As you can see, there was discussion of eliminating the EDAAC and replacing it with various special project task forces which would work on specific projects and not have regular meetings. This will take an action of the City Council and City Attorney MacArthur will be present to explain any legal issues. CITY OF OTSEGO EDA-EDAAC MEETING JULY 151 2002 1. CALL TO ORDER. EDA President Larry Fournier called the meeting to order at 6:38 p.m. ROLL CALL: EDA: Mayor Fournier, Councilmember Struthers and Councilmember Heidner. EDAAC: Leroy Lindenfelser and Vince Peterson. Staff: City Administrator Mike Robertson. 2. DISCUSSION OF EDAACIS FUTURE Mayor Fournier discussed the history of the EDA and the EDAAC. The EDA was formed as a financing mechanism to finance City Hall cheaply. The EDAAC was formed in the hopes that it could attract businesses to build in Otsego. He asked everyone if they thought the EDAAC should continue. Commissioner Lindenfelser said that the developers, builders, and realtors that he sees all know where Otsego is and know that things are going on. The market demand is here and everyone knows it. He does not think the EDAAC needs to continue as it has been. He thought small special tasks forces should be formed for specific projects. He mentioned continuing the annual marketing meeting and updating the Community Profile as two possible special tasks. Commissioner Peterson said he thought the group should continue because there are things to do. He said that he drew up a list of possible projects but forgot to bring the list along. He stated that if the name was changed he still wanted it to be a commission with regular meetings and by-laws. Commissioner Lindenfelser stated that he was thinking of the new group as more of a series of task forces rather than a regular commission. Mayor Fournier said that it would not need a regular monthly meeting. Commissioner Peterson said that it should meet regularly so each task force can make a report. Commissioner Lindenfelser indicated that he thought such reports would be made to the Council or the City Administrator and would not need a regular meeting. Councilmember Struthers asked what other communities EDA's or EDAAC's do? Councilmember Heidner said that a lot of cities have had long established EDA's that were started with State grants and did Tax increment Financing (TIF) back when more things could be done with TIF. Those grants and TIF monies were often used to start revolving loan funds which have continued to generate a Pot of money that those communities can put to work today. Otsego doesn't have anything like that and has no money other than tax dollars. Councilmember Struthers said he would like to see a task force formed to try and help start up a service organization in Otsego such as the Lions or the Jaycees. Administrator Robertson was directed to check with the City Attorney on the proper procedure for disbanding the EDAAC and replacing it with a series of special task forces which would not have regular meetings. This will be presented at the August 12, 2002 City Council meeting. Mayor Fournier thanked everyone for their hard work on the EDAAC. With no further business, the meeting was adjourned at 7:43 p.m. Michael Robertson, City Administrator �.curi & MacArthur TO Vkhad C. Cauri. POUPJ & MAC4RMUR Andirw J. Anorne)w ar L4w &belt T.. RWe- 2Q5 Cenrral A venae E4w Dav& R. Wendorf PO Rax 369 St. AfidwJ, MN5.' 764369 441ee23 P.02 *ALv &wuW in Mbids (763) 497-1930 (763) 497-2599 nowiandmawThur0pobax wm 122 2002 q: 1 C Couilcil Members ity! C41 'Of Otsego .:C/o Jw�y Hudson, City Clot 889�.-Naihui Avenue NE E,lk �iver,.-MN 55442- 1:!Aeflo:nxece" Cou: ncil Members: the !EDA;A'C was shed by, the EDA. in the event that the, City Council &t .,; .;. establi thatihe. EDAAC should be-' ...i . 11. tq�d, the enablin f h! 9 resolution Aould be rep* Octi0n. o :t e EDA "at a propai� noticed EDA meefin& In the eWi�t that the likelib eitib'fish A $06cial Pr6jp4s Task ]Force thit should be d' b lish the' ' th one y a resol o3 vouid esiab; ir au onty,, ability to seek staff assi_qa� " ' I ' e, OAd ability to, if 'any such Outhori is ty, 'A+,ft4hdd!: is a �-o P -y! o fEDA Aesblutidn No. 93 -54'cstablishing a mission �od� 0hi: . z . cs 1 for the EDAAC.',: if.YQU haye any fuither questions I will be to discuss them -it I this 'e= couilCil � e, m etpig. Ve A INLA I �_uur- i of riciumrTnur I U 4418823 P. 03 3/23/93 -RK RESOLLMON NO. "-f A RESOLUTION' ESTABLISHING A MISSION 'A DEFINI . TION 0 F :RESPONSIBILITT-3S --AN D CODE OF. ETHICS AND. CONDWT ! j ..:FO1Z'THE OTSEG6 ZCONOMiC I)MMLOPMENT AUTHORITY:ADVISOR� CONUTTE t e nomid Developm'ent': Authbiity - WHEREAS Eco� of hie Cit. Y Of Ptselgo*has established, -an ECOnOMiC Development Author4ty Advis(ol:y .:Committee. (EMAAC),; WHEREAS, the -EDAAC is a group advisPiy 0 t e Econorfiic .,DeVelop=nt Aa�ithority (EDA) and shall carry out duties s requ . ested he' by t EDA; WEERFAS e missliOn Of the ZDAAC is th to bring to. the . Cit)� a :view f r:= thd; do=uni� which recogniz s thit-b' ines 'Y e us retention and iacon6mic`: develo nt e an el, a ement of the: bro* er goal :of ty d? :C a Opm:� ilIx lity, con= t; WHEREAS the EDAAC needs to fully understand its' ethi al C Pons ibili.ties,, 'role 'and function elated' and ti c6nduc t :expdctations.':: NOW11 THEREFORE, ;BE IT RESOLVED by the Otsego! Econom -ic that Development -Authorit .1nition Y the f oll'oviing d6f ;iOf -77 xesponsilklitids and c6de of ethics and condu��,t- i zl estabiished for the:': bt egd' EDAiAC'. The EDAAC.. is in iessence an advisory, vtud3� grolp eintirely'.'' the !at *c serving �cu w�ll of the-EconOM3. be�;ro_'-Iopment thorit�. Duties ajid'funi�tiol ns of the EDAAC s h*all bd Ailtrecte :by the tDA an d'may. 41Mclude �the following: A. Acquainting them elves with the Comprehensiv a: - Plan.-' ..Bi. initiate, coordinate, and promote industrial, , C erdial and residential dwelling developments within th e City'of C. 'Establish procedures to encourage; ef f ective, 'I. orderly. -com municatioh between all' e -parties i*ol,�r d in the growth oflotsego D.' Initiate actions: to dete=ine Otse s'ne'eds' Ij a�d to:,. s ek appt.opr ia�e Aevelopment to.'fill theinee'd. j r-MU111 kouri dc MaCHrthur TO 4418823 P. 04 3. Assist a 'group as may be necessary In Meetings with developerst builders, investors, financial institutions, government units to include City,* County, State and Federal. P., maintain :an: advisory position on I inancinF availa�le through govern ental agenci for J. es 1present i and futu�re development prospects. G. Meet as a group with new*prospectsito romotioxi . !. : � show . . , : al material, Conduct tours of areas, -ava lable: for development,�conduct tours of Otsego. I H. Create and maintain an inventory of.bu. s and 1 ildin� ots available*for development. Focu's on the,' development of availablp vacant �land within the'City in uses consistent with the Compreh naive Pilan andl!sensitive' to surrounding useg. J., RevIew and camm t upon policy mattlers� as r en equestOd iby the'EDA, Thi�s may involve occasional joint meatings;wi, I th 'Planning�CO=ission and/or City'Cou'ncil. the Review 'an' "chan es to -regatdju y. zoning regula! tions indiistrial,*.� commercial I . . and - residential areas'; a#d recommend specifications to the,Pl annin Comnissio, n. L.. Hav the authority to contact staff spec lalists. flo r assistancetamd advice on financing,,� -1 M.: Assist th6-EbA in making an annual��repo rt to the! City. aXding achievements Council reg tovairds --fuljil.lmel�t of ecoacmic-dev6loprhent programs.: I3evelop and.. reconraend methods to i stin�u a I've posit" public interest and economic growth -and d e opiii6ni.! 0. Develop.and recommend feasibl: 9, �of f i;ancin' e method,. g and other measuries of public input into the economic development process. Completion' of 'the aforementioned duties and fUnctio s reVires the EDAAC:to maintain an objective sp6� per tive and not become lrivdlved �I-w'ith a group or interest :- on ink si i!SU6. de o :an s AdditionAllyr. specialized interests and shall not overrideila -ty-Wi ..C1 de�pers ective nor unduly influe"* p nce recomn,.-ndatio'nsL i. No member, of: the 19DAAC shall participate in a�ny caLe in which th-ey.have. f in'anic'i�l or personal interest, -in,' the �roperty pr action donc6rned,: or will be directl'Y� dffectled by: the decision, or' hcive,: or believe they 4ave A�y other 6onfli* c t. bf 2 U-3 Z)b�'M FROM Couri & MacArthur TO 4419823 P.05 interest, as def ined by app' member bec licable law. omes aware of anY Potential co As soon as any EMAAC any case: to come before the EI)AAC n , flict of nterest �in or acting Chair of the particul' they shall notJ412 a Y the Ch 'ir exist,, ars. Where the Chair fi ! that a conflict clearly the Chair shall dis4ual nds FDAAC member from discussing and acting on the cas ify the the secretary to enter the circumstances le and cause make arrangements w . in the record and to -Where the Chair ::for such alternate services� as arLe required. or acting Chair has rea'ionable doubt as to Vhether the 'fact ' and applicable law 1' Conflict: s ndicate �' degree 'of ..Justifying disqualification or.exc e the Chair shall.s' US from service, eek advice from the City Attorney advi City Attorney ;�ses that, Under the circumstanc6 If the and applicable law, a conflict appears.to s reported shall Proceed to exist,i ' the Chair disqualify or excuse asiDrovidedlabove the CitY Attorney Advises that there is Chair may'(a)* reasdnableldoubc: dis the qualify Or excuse the peirson;invOlyed, or' (b) call for. a determination by the M)AAC a't* a: publ.1 * The record on ani such determination by;! c meeting. full and -hall be complete the ZDAAC s and shall indicate the: I the EDAACfs decis' F reasonsISUPPOrting J..on. 4. All jLvDAA C.. member.: contacts with intere' an appl i st:::invOlved In a request Or issue cant orl any - ot a public shali be d�' her ::meeting. sclosed at ;-,Fa3':l*ur'e of a, member a f the EDA.AC to mai:ntain o and/or avoid participating in a discussi , I �Jectivjt:� th on: And rec9nmiendAt - " ere is� a conflict of int Ion erest,: � is: a factor t: considered'by the::EconomiC Developm, 0 ]�.e remOv"al Of the member. ent Authority In:possible Members -of EDAAC maiy be discharged by the::Econ.iomic �evelOpment Autho'rity.-at,any� �ime and for any, reason., ADOPM b !y:. the segro 1wr V . Economic Development Authb' ty 3-ght Couniy, Minn ' XitY of h esota, 6 C4Y of this' 72ND :day: Of I ITEM 9.C. MEMO Date: August 8, 2002 To: Mayor & Council From: City Administrator Mike Robertson Re: Discussion of Council Special Meeting Pay Pursuant to discussion at the Council budget workshop of Tuesday, August 6, 2002, 1 have the following recommendation. That the Policy regarding payment to Councilmembers for special meetings, commission meetings, and workshops be amended to read as follows. "The Mayor and Councilmembers will not be paid for attendance at Special meetings, workshops, and Commission meetings if they do not attend the entire meeting." RESOLUTION NO. 2002-?? CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION DECLARING INTENT TO REIMBURSE WHEREAS, the Otsego City Council has determined to proceed with certain capital projects (as specifically described in Exhibit A hereto, collectively referred to as the "'Project"), and intends to obtain financing with respect to the Project at least in part through proceeds of tax exempt bonds issued by the state of Minnesota; and, WHEREAS, the Otsego City Council desires that all permitted costs of the Project paid prior to the issuance of tax-exempt bonds qualify for reimbursement from the proceeds of issuance of such tax-exempt bonds under applicable Treasury regulations. NOWI THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA: 1. It is desirable that certain expenditures for or relating to the Project be incurred and paid prior to the issuance of tax-exempt bonds to finance such expenditures; 2. Such expenditures are expected to be made in the foreseeable future with respect to the Project; 3. The City reasonably expects to reimburse the above described expenditures by incurring debt in the form of one or more tax exempt bonds, in one or more series, in an aggregate amount not exceeding $4,750,000-00, and reasonably expects that actual costs of the Project to be reimbursed from such bond proceeds will probably be less, depending on the date on which such bonds are issued and the completion schedule for the Project; 4. No funds (from sources other than such debt) are, or are reasonably expected to be, allocated on a long term basis, reserved or otherwise set aside pursuant to the City's budget or financial policies for such expenditures at this time; and 5. In connection with the Project, authority is hereby specifically conferred on the Mayor or any other officer of the City to make such further declarations of official reimbursement intent on behalf of the City as may be necessary or desirable and as may be consistent with then existing budgetary and financial circumstances of the City. Dated this 12th day of August, 2002 ATTEST: Judy Hudson, City Clerk CITY OF OTSEGO Larry Fournier, Mayor EXHIBIT A 1. 85 TH STREET EXTENSION $ 375,000 2. WATERFRONT WEST IMPROVEMENTS $2,600,000 3. 85TH STREET RECONSTRUCTION $1, 500,000 C117f OF 5111-9 TSEGO8899 Nashua Avenue N.E. - Otsego, NN 55331 (763) 441-4414 - Fax: (763) 441-88Z' IR;ION THE GREAT RIVER ROAD E-mail: cityhall@ci-otsego.mn.U: August 8, 2002 Mr. Jared Charles 7864 Parkington Ave NE Otsego, MN 55330 Gentlemen: Dr. Fidel 7863 Parquet Ave NE Otsego, MN 55330 I have addressed this letter to both Of You because You have both called with complaints about the pond in Your back yards. In addition, you have both said that your neighbors around the pond are also upset about the height of the pond and want something done to change it. Please feel free to share this letter with your neighbors so that everyone can have the same information. The pond in Your back yards is an official delineated wetland, rather than a regular stormwater Pond. The City of Otsego cannot take any action to change this wetland without replacing it by creating twice as much wetland somewhere else. Consequently, when Dennis Ulmer Proposed to develop Prairie Creek subdivision, he was told -to design around this wetland. Because it is a wetland, it will be there permanently, and will grow and shrink in size depending on the amount of rainfall. This pond in Your back yards is surrounded by a City stormwater easement. The width of this easement on your lots varies in size from 40 feet to lio feet, depending on the shape Of Your lots. This stormwater easement was granted by the developer as part of the process Of Platting Your lots. There is an overflow swale leading out of the pond to the street. This swale was built at such an elevation that water will flow through it before it will reach such a level as to threaten your homes. I am aware that each Of You, and Your neighbors, feels that they were not adequately informed by either their builder or realtor of what a stormwater easement is used for. I am very sorry for this, but the City of Otsego neither supervises, nor is responsible for, any statements made by builders or realtors regarding property in the City. I am also aware that this type of stormwater system is different from what most People grew up with. I also grew up in a developed community where all the stormwater traveled underground in concrete Pipes to holding ponds or lakes that were often blocks away. State laws regulating stormwater run off, which were passed in the early 199o,s, no longer allow this type of stormwater treatment in subdivisions built since the law was passed. Under these laws, stormwater must not flow off the land at a faster rate than it did before the land was developed. This means that every new subdivision has to have holding ponds constructed within it to control the rate of stormwater runoff. In Your Prairie Creek subdivision, there are approximately 35 single family lots that have some sort of pond in their back yard or side yard. This means that the City can do very little to change the stormwater system in your backyard. The pipes, holding ponds, and swales have already been built both upstream and downstream from your development. Altering Your back yard pond and easement to make them smaller would mean altering the stormwater systems both upstream and downstream from You. This would be very expensive. YOU would have to Petition for this improvement, and the City would assess you for it because your properties would be the ones that benefit. I understand that some of You have sodded the areas that are now being flooded due to recent rains. Water will probably cover these areas whenever it rains. Recent inspections by the City Engineer have found that this water is still well within the stormwater easement. Whether You want to mow up to the edge of the water and try and grow'grass there or whether you want to encourage the growth of wetland plants along the edge of the ponds is up to each homeowner. If You have any additional questions which have not been answered by this letter, please give me a call. Sincerely, A - �R6 ic 0 '� r t s City Administrator CC: City Council City Engineer City Attorney Peter Tritz, League of Minnesota Cities AGENDA SECTION Item 9.2. ITEM NUMBER: 9.2.a CITY OF OTSEGO REQUEST FOR COUNCIL ACTION DEPARTMENT Clerk's ITEM DESCRIPTION: MEETING DATE August 12, 2002 PREPARED BY: Judy Hudson, Clerk Attached is a outline that Carol Olson prepared after she called the surrounding cities finding out their Election Judge Pay. I am recommending at least an S-50/hour increase. Pay for Election Judges for 2002 CitV Pay per Hour Meals Albertville Judges $8.00 Meals are provided Elk River Judges $8.50 Meal allowance Asst. Chief Judges $9.00 they bring their own Chief Judges $10.00 Monticello Judges $8.00 Meals are provided Rogers Judges $7.00 $10-00 Meal allowance Head Judges $8.50 Requesting a raise of $1.00 an hour this year. St. Michael Judges S 8.50 Meals are provided Head Judges $10.50 Employees Receive their regular pay for working as a Judge Otsego Judges $6.50 Meals are provided Employees Receive their regular pay for working as a Judge