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03-12-01 CC
CLAIMS LIST CITY COUNCIL MEETING MARCH 12, 2001 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Registers $ 1,457.93 18,325.80 94,966.87 GRAND TOTAL $ 114,750.06 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO Tuesday, February 27, 2001 Check Summary Register Page 1 of 1 Chedt Data Check M 10100 BANK OF ELK RIVER UnPaid GODFATHER'S PIZZA 4 $4 Unpaid ICMA RETIREMENT TRUST $$4 92 UnPaid PUBLIC EMPLOYEES RETIREMENT FD $962..9369 UnPaid RACHEL 6 ROBERT CULLINAN Total Checks $1,457.93 CITY OF OTSEGO Tuesday, February 27, 200 Check Detail Register Page 1 of 1 a Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid QODFATHER'S PIZZA ",."" E 101-41100-310 Miscellaneous $44.39 WORKSHOP/MEETING 2/27 Total GODFATHER'S PIZZA $44.39 E 101-41400.121 PERA $201.92 PPE 2/17/01 G 101-21705 Other Retirement $130.00 PPE 2/17/01 Total ICMA RETIREMENT TRUST $331.92 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA $502.19 PPE 2/17 E 101-43100-121 PERA $280.28 PPE 2/17 E 101-41400-121 PERA $180.22 PPE 2/17 Total PUBLIC EMPLOYEES RETIREMENT FD $962.69 Unpaid RACHEL & ROBERT CULLINAN E 413-43100-310 Miscellaneous $118.93 REIMBURSEMENT Total RACHEL ✓L ROBERT CULLINAN $118.93 10100 BANK OF ELK RIVER $1,457.93 CITY OF OTSEGO Thursday, March 01, 2001 Page 1 or 1 Check Summary Register Nw- Check Dab Check Amt 10100 BANK OF ELK RIVER UnPaid JERRY OLSON $17,574.05 UnPaid WRIGHT-HENNEPIN CO-OP ELECTRIC $751.75 Total Checks $18,325.80 CITY OF OTSEGO Thursday, March 01, 2001 Check Detail Register Page 1 of 1 Check Amt Invoice Comment 10100 BANK OF ELK RIVER now '50id JERRY OLSON E 101-42410-390 Contracted Services $17,574.05 22801 FEBRUARY SERVICES Total JERRY OLSON $17,574.05 Unpaid WRIGKr4IENNEPIN CO-OP ELECTRIC E 601-49400-390 Contracted Services $396.00 6157 -MONTHLY -FEB E 601-49400-390 Contracted Services $355.75 599&MONTHLY JAN Total WRIGHT-I ENNEPIN CO-OP ELECTRIC $751.75 10100 BANK OF ELK RIVER $18,325.80 CITY OF OTSEGO Thursday, March 08, soot Check Summary Register Page 1 of 1 TOW Checks $94,966.87 Name Check Dab Check Amt 10100 BANK OF ELK RIVER UnPaid AGGREGATE INDUSTRIES $299.14 UnPaid AIRGAS, INC. $39.19 UnPaid APEX BUSINESS CENTER $5.276.93 UnPaid BARTON SAND & GRAVEL CO $431.62 UnPaid BFI - WOODLAKE SANITATION SER $372.00 UnPaid BOISE CASCADE OFFICE PRODUCTS $189.66 UnPaid BOYER TRUCKS $451.45 UnPaid BRIAN KELLEY $89.52 UnPaid CITY OF MONTICELLO $2,690.00 UnPaid CROW RIVER FARM EQUIPMENT $55,46 UnPaid ELK RIVER FLORAL $43.28 UnPaid ELK RIVER PRINTING & PARTY PLU $67.10 UnPaid FINKEN'S WATER CARE $45.64 UnPaid G & K TEXTILE LEASING SYSTEM $442.73 UnPaid GLENS TRUCK CENTER INC $297.62 UnPaid GROEN GARY CPA $820.00 UnPaid H G WEBER OIL COMPANY $2,835.85 UnPaid HAKANSON ANDERSON ASSOC INC $36,077.73 UnPaid 194 WEST CHAMBER OF COMMERCE $18.00 UnPaid ICMA RETIREMENT TRUST $331.92 UnPaid J -CRAFT INC $157.00 UnPaid JOHN DANIELS $2,844.69 UnPaid LONG & SONS $425.93 UnPaid LYLE H NAGELL CO INC. $1,500.00 UnPaid MINNESOTA COPY SYSTEMS $235.74 UnPaid MN DEPT OF TRANSPORTATION $166.69 UnPaid MONTICELLO ANIMAL CONTROL $31.00 UnPaid NAPA OF ELK RIVER INC $21669 UnPaid NORTH STAR INTN'L TRUCKS $7,349.70 UnPaid PRINCIPAL FINANCIAL GROUP S421.44 UnPaid PUBUC EMPLOYEES RETIREMENT FD $1,234.29 UnPaid RANDY'S SANITATION $2.048.60 UnPaid TROPHIES PLUS $15.86 UnPaid UNUMITED ELECTRIC INC $1,650.00 UnPaid WASTE MANAGEMENT $126.80 UnPaid WRIGHT CO MAYORS ASSOC. $150-00 UnPaid WRIGHT COUNTY AUDITOR -TREASURE $17,033.33 UnPaid WRIGHT COUNTY HIGHWAY DEPT $7,704.94 UnPaid ZIEGLER INC $782-M TOW Checks $94,966.87 CITY OF OTSEGO Thursday, March 08, 2001 Check Detail Register Page, of »�^*�\����`.>�'.'\` s�-\\\�\fir „��z: ;dam•: •• • s Check Amt Invoice Comment 10100 BANK OF ELK RIVER $372.00 02001-0429 � l.lnpaid AGGREGATE INDUSTRIES Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-43100-394 Rock,etc $299.14 1628744 BUCKSHOT ($27.04) 141837 Total AGGREGATE INDUSTRIES $299.14 E 101-41400-201 Office Supplies $216.70 244313 SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $189.66 E 101-43100-210 Operating Supplies (GENERAL) $22.50 105781072 ACET/HAZMAT/OXYGEN E 101-43100-210 Operating Supplies (GENERAL) $16.69 105821248 ACET/HAZMAT/OXYGEN $105.02 239593 Total AIRGAS, INC. S39,19 E101-43100-220 Repair/Maint Supply (GENERAL) Unpaid ' APEX BUSINESS CENTER E101-43100-220 Repair/Maint Supply (GENERAL) $28.35 7277R E 101-41900-390 Contracted Services $5,276.93 E101-43100-220 CITY ECON DEVEL ASSTS $296.30 74388 Total APEX BUSINESS CENTER $5,276.93 Total BOYER TRUCKS Unpaid BARYON SAND & GRAVEL CO Unpaid BRIAN KELLEY E 101-43100-394 Rock,etc $431.62 3128 BUCKSHOT Total BARTON SAND & GRAVEL CO $431.62 Unpaid "�"��� BFI WOOL KE SANITATION SER E 101-43610-390 Contracted Services $372.00 02001-0429 2/1/01 TO 2128 Total BFI - WOODLAKE SANITATION SER $372.00 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies ($27.04) 141837 RETURNED CLOCK E 101-41400-201 Office Supplies $216.70 244313 SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $189.66 p BOYER TRUCKS E101-43100-220 Repair/Maint Supply (GENERAL) $105.02 239593 92 TRK E101-43100-220 Repair/Maint Supply (GENERAL) $21.78 7201R 94 TRK E101-43100-220 Repair/Maint Supply (GENERAL) $28.35 7277R 92 TRK E101-43100-220 Repair/Maint Supply (GENERAL) $296.30 74388 94 TRK Total BOYER TRUCKS $451,45 Unpaid BRIAN KELLEY E101-41950-400 Repairs & Maint Cant (equip) $89.52 REIMBURSEMENT/FINKENS Total BRIAN KELLEY $89.52 E 213-42200-390 Contracted Services $2,690.00 6589 1ST OTR FIRE CONTRACT Total CITY OF MONTICELLO $2,680.00 Unpaid CROW RIVER FARM EQUIPMENT E 101-43100-203 Supplies - General $55.46 80438 SUPPLIES Total CROW RIVER FARM EQUIPMENT $55.46 Unpaid E 101-41400-310 Miscellaneous $43.28_30845 FLOWERS/SUZANNE Total ELK RIVER FLORAL $43,28 Unpaid ELK RIVER PRINTING &PARTY PLUS E 101-41400-203 Supplies - General $67.10 12490 OCCUPANCY FORMS CITY OF OTSEGO Check Detail Register ,.,. . Check Amt Invoice Comment Total ELK RIVER PRINTING & PARTY PLU $67.10 Unpaid FINKEN'S WATER CARE Thursday, March 08, 2001 Page 2 of 5 E 101-41400-310 Miscellaneous $15.82 MARCH WATER/COOLER E 101-41950-310 Miscellaneous $29.82 MARCH RENTAL Total FINKEN'S WATER CARE $45.64 wooeroaou.xo�ah:,»oo�avooamxn�.�o.�x�axa0000�.....,,,,., w...w.,w..�,,,...,,N.w..vroaoarttw«ao:auca�..�vca, Unpaid G do K TEXTILE LEASING SYSTEM E 101-41400-390 Contracted Services $153.98 MATS E 101-43100-225 Uniforms $288.75 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $442.73 Unpaid GLENS TRUCK CENTER INC E101-43100-220 Repair/Maint Supply (GENERAL) $206.73 210520025 MISCELL E101-43100-220 Repair/Maint Supply (GENERAL) $46.03 210580045 92 TRK E101-43100-220 Repair/Maint Supply (GENERAL) $44.86 210590033 94 TRK Total GLENS TRUCK CENTER INC $297.62 Unpaid GROEN GARY CPA E 101-41600-390 Contracted Services $820.00 2/10 TO 3/3!2001 Total GROEN GARY CPA $820.00 E 101-43100-202 Gas & Oil E 101-43100-202 Gas & Oil E 101-43100-202 Gas & Oil E 101-43100-202 Gas & ON E 101-43100-202 Gas & Oil E 101-43100-202 Gas & Oil G 701-21922 Total H G WEBER OIL COMPANY $251.29 39285 ANTIFREEZE $357.25 39313 #14 $546.72 39314 #13 $569.50 39372 #13 $493.69 39448 #14 $617.40 39449 #13 $2,835.85 Unpaid HAKANSON ANDERSON ASSOC INC w.< G 701-21970 Bulow/Luconic G 701-21961 Pheasant Ridge Aird & 4th G 701-21973 NO DESCR G 701-21969 Farr Development PUD G 701-21944 Bauerty/Bajari G 701-21961 Pheasant Ridge #rd & 4th G 701-21922 Pheasant Ridge G 701-21949 Stone Gate Estates G 701-21938 TMH Development G 701-21947 Prairie Creek 3rd Addn G 701-21941 Pulte Homes G 701-21912 PLT 99-4, D. Ullmer G 701-21946 Crimson Ponds 2nd G 701-21936 Mississippi Pines PUD 00 E 415.43251-302 Engineering Fees E 601-49400-302 Engineering Fees E 601-49400-302 Engineering Fees E 417-43251-302 Engineering Fees E 422-43100-302 Engineering Fess G 701-21951 Pulte's W 6 S $337.50 3206 $1,919.96 3207 $2,943.06 3206 $500.88 3209 $450.00 3210 $1,107.75 3211 $63.63 3212 $112.50 3213 $383.36 3214 $600.00 3215 $138.63 3216 $37.50 3218 $168.45 3220 $485.00 3221 $210.00 3234 $130.63 3236 $700.00 3237 $165.00 3238 $3,619.28 3240/3264 $6,651.52 3241/3262 MEADOWLANDS PHEASANT RIDGE 4 PHEASANT RIDGE 5 SENIOR HOUSING 1-94 PHEASANT RIDGE 3 PHEASANT RIDGE STONEGATE TODAY PROPERTIES PRAIRIE CREEK 3 PRAIRIE CREEK 2 PRAIRIE CREEK CRIMSON PONDS MISSISSIPPI PINES PUMP HOUSE #98.02 WELL 1 00.01 WELL REDEVELOPMENT 78TH ST #99.02 88TH ST COP #00.03 OUADAY AVE CITY OF OTSEGO Thursday, March 08, 2001 Page 3 of 5 Check Detail Register . .,y .., .. ,. Check Amt Invoice Comment E 101-41560-302 Engineering Fees $995.59 3242 MANUAL E 101-41560-302 Engineering Fees $350.00 3244 STAFF MEETING G701-21927 O. Thompson CUP 99-18 $3,427.77 3246 RIVERPOINTE E 101-41560-302 Engineering Fees $490.00 3247 MISC ENG G 701-21940 The'PoinY - Big Eds $1,559.59 3265 THE POINTE E 101-41560-302 Engineering Fees $986.16 3267 MUNIC STATE AID E 413-43100-302 Engineering Fees $5,939.38 3269 ODEAN AVENUE E 101-43100-302 Engineering Fees $811.96 3270 PUBLIC WORK MEETING E 101-41400-348 Maps $792.63 3272 CITY MAP Total HAKANSON ANDERSON ASSOC INC $36,077.73 Unpaid 194 WEST CHAMBER OF COMMERCE E 101-41400360 Education/TraininglConferences $15.00 CHAMBER MEETING 3/21 Total 194 WEST CHAMBER OF COMMERCE $15.00 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $130.00 PPE 3/3/01 E 101-41400-121 PERA $201.92 PPE 3!3/01 Total ICMA RETIREMENT TRUST $331.92 Unpaid ,.,.,.,.. J -CRAFT INC E101-43100-220 RepairMiaint Supply (GENERAL) $157.00 26665 FLASH TUBE Total J -CRAFT INC $157.00 Unpaid JOHN DAWELS E 101-41900-390 Contracted Services $2,844.69 ECON DEVEL ASSIST Total JOHN DANIELS $2,844.69 Unpaid LONG & SONS E 101-41940-389 Cleaning Services $394.05 FEB. CLEANING E 101-41940-203 Supplies - General $31.88 T. PAPER Total LONG & SONS $425.93 Unpaid LYLE H NAGELL CO INC. E 413-43100-390 Contracted Services $1,500.00 9176 ODEAN AVE APPRAISAL Total LYLE H NAGELL CO INC. $1,500.00 Unpaid MINNESOTA COPY SYSTEMS MSM. E101-41400-413 Office Equipment Rental $235.74 TOSHIBA COPIER Total MINNESOTA COPY SYSTEMS $235.74 Unpaid M o� `MN DEPT OF TRANSPORTATION E 413-43100-390 Contracted Services $166.69 48741 MAT L TESTING Total MN DEPT OF TRANSPORTATION $166.69 Unpaid MONTICELLO ANIMAL CONTROL �� E 101.42710-390 Contracted Services $31.00 205 PICK UP Total MONTICELLO ANIMAL CONTROL $31.00 Unpaid NAPA OF ELK RIVER INC ,msµ. E 101-43100.220 Repair/Maint Supply (GENERAL) $32.82 818375 93 CASE TRACTOR N8 E 101-43100-310 Miscellaneous $40.42 819837 MISC CITY OF OTSEGO Thursday, March 08, 20°1 Page 4 of 5 Check Detail Register Check Amt Involve Comment E 101- 01-E101-43100-220 E101 -43100-220Repair/Maint Supply (GENERAL) $43.53 820169 94 FORD TRK - #1 E 101-43100-220 Repair/Maint Supply (GENERAL) $25.38 822154 92 TRK - #3 Total NAPA OF ELK RIVER INC $216.69 Unpaid NORTH STAR INTML TRUCKS E 421-43100-501 Equipment $7,349.70 10919 TAWPLATES Total NORTH STAR INTN'L TRUCKS $7,349.70 Unpaid PRINCIPAL FINANCIAL GROUP E 101-41400-123 Health $180.56 ADMIN E 101-43100.123 Health $240.88 P/W Total PRINCIPAL FINANCIAL GROUP $421.44 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-41550-121 PERA $72.52 PPE 3/3/01 G 101-21704 PERA $590.42 PPE 3/3/01 E 101-41400-121 PERA $188.56 PPE 3/3/01 E 101-43100-121 PERA $382.79 PPE 3/3!01 Total PUBLIC EMPLOYEES RETIREMENT FD $1,234.29 Unpaid RANDY'S SANITATION E 101-41940.325 Garbage Service $90.92 TRASH -FEB E 101-43610-390 Contracted Services $1,957.68 RECYCLE -FEB Total RANDY'S SANITATION $2,048.60 Unpaid TROPHIES PLUS E 101-41400-310 Miscellaneous $15.86 SUPPLIES/JUDY Total TROPHIES PLUS $15.86 Unpaid UNLIMITED ELECTRIC INC E 101-43100-310 Miscellaneous $1,650.00 4971 CIRCUIT/GENERATOR Total UNLIMITED ELECTRIC INC $1,650.00 Unpaid WASTE MANAGEMENT E 101-43610-390 Contracted Services $126.80 86401-1593 RECYLING MARCH Total WASTE MANAGEMENT $126.80 Unpaid WRIGHT CO MAYORS ASSOC. �� r,�..w�w.. E 101-41100-355 Dues & Memberships $150.00 ANNUAL DUES Total WRIGHT CO MAYORS ASSOC. $150.00 Unpaid WRIGHT COUNTY AUDITOR -TREASURE E 101-42100-390 Contracted Services $17,033.33 PATROL -3 MARCH SHERRIFF PATROL Total WRIGHT COUNTY AUDITOR -TREASURE $17,033.33 -Unpaid WRIGHT COUNTY HIGHWAY DEPT E101-43100-372 Salt & Sand $7,632.57 2894 SAND/SALT E 101-43100-310 Miscellaneous $72.37 2895 INSPEC REPORT BOOKS Total WRIGHT COUNTY HIGHWAY DEPT $7,704.94 Unpaid ZtEGLER INC H.wnwµnwiwrvWWKOKv/ %ARYiiH ANc(1a9V ry CITY OF OTSEGO Thursday, March 08, zoos Check Detail Register I I Page s of s Check Amt Invoice Comment E 101-43100-220 Repdr/Maint Supply (GENERAL) $782.33 385306 CUTTING EDGE Total ZIEGLER INC $782.33 10100 BANK OF ELK RIVER supor Lawn & Snow Randolph E Brenny 9859 Parrish Ave. NE Otsego MN. 55330 763-241-0772 Pager 763-329-1268 March 5, 2001 Lawn Maintenance Proposal - April 1 to October 31, 2002 Otse-Ro Praire Park -14 c,m 5, -;Z cc�cad� Wooded Picnic Area - Grass mowing $88.00 each time General Spring Clean-up, stick removal, vaccuum and dethatch, $295.00 spring time Broadleaf Weed control Spraying. (One time per season) $400.00 late summer Fall Cleanup. (October) $110.00 each week Athletic Fields 2 Softball fields, Soccer Field. - Grass mowing $205.00 each time Volleyball, Play Area Grass mowing $ 45.00 each time NW Ballfield Grass mowing $ 47.00 each time General Spring Clean-up $165.00 spring time Outlying Areas Swale - Grass mowing $49.00 each time South wooded area - Grass mowing $59.00 each time Old City Hall Approx. 1.5 acre - Grass mowing $59.00 each time City Hall Area running along Nashua Avenue, Area around holding pond, Area around City Hall and Maintenance shed (3acres) - Grass mowing $75.00 each time General Spring Cleanup, dethatch and vacuum $190.00 spring Pre -emergent (crabgrass control) spring fertilization Fall fertilization $799.00 total season Broadleaf weed control spraying(one time per season) $260.00 Cfty Well Inside fence and 3 swipes around fence - Grass mowing $10.00 each time City Owned lots 85th Street and Oakwood - Grass mowing $49.00 each time Water Tower Spring Cleanup $50.00 Weekly mowing (Fall cleanup included) $45.00 each time Pump House #1 Spring Cleanup $160.00 Weekly mowing and trimming $69.00 each time Fall cleanup (month of October) $90.00 each week Waste Treatment Plant Open. Will bid on after spring cleanup Bid is for two years. Price raises include fluctuating fuel prices. Also the raise in fertilizer price. ?hapk You Randolph E. Brenny PIAR-08-2001 09:26 NAC 612 595 9837 F A/02 ,i E 1�ORtw1liE�t *►iSO��*►tE0 CONSUILI "ts" k it, 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 5:,4 6 Telephone: 952.595.9636 Facsimile: 952.595.9837 nac*winterneL.;^.onl MEMORANDUM TO: Otsego Mayor and City Council FROM: Cynthia Putz-Yang I Daniel Licht DATE: March 8, 2001 RE: Otsego - Qwest PCS FILE NO.: 176.02 - 01.07 The City has received a request on behalf of Qwest Wireless LLC for a conditional use permit to allow construction of a new antenna tower at the Otsego Elementary School within an INS, Institutional Zoning District and for a variance to allow construction of said tower to a height of 120 feet. The variance application is necessary because Section 20- 33-4. B.2.c of the Zoning Ordinance limits the height of a tower to 75 feet. The applicant has done additional research since the CUP and variance applications were submitted and now says that a set of three antennas on the Otsego watertowerwould also meet their service coverage needs. Qwest is expected to submit a letter requesting that the City lease them space on the water tower for their antennas. If that proposal is accepted, a new tower structure does not need to be built. The Zoning Ordinance allows antennas on the water tower with approval of an Administrative Permit. Locating the antennas on the water tower has the advantages of not creating additional structures that may be visually disruptive to residents, of creating revenue for the City through the terms of the lease, and of reducing construction costs for the applicant; therefore, the Zoning Ordinance is intended to encourage the use to the water tower for supporting antenna uses. At this time the City Council has two options for dealing with this situation: The Council may negotiate or accept the terms Qwest offers for leasing the water tower site and allow an administrative permit to be processed. In this case, the applicant will withdraw the applications for CUP and variance for a tower at the school site. 2. The Council may not accept a lease for the water tower site, and allow the review process for the CUP and variance for the tower at the school site to continue. 1c: Mike Robertson Judy Hudson Andy MacArthur Larry Koshak Ron Wagner Jared Andrews Hakanson 1 Anderson Assoc., Inc. 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 City of Otsego City Engineer Council Agenda Items Council Meeting March 12, 2001 Item 7.1 Discussion of Sanitary Sewer Capacity Refer to our letter of February 17, 2001 (updated. March 7, 2001) enclosed and Mike's summary and recommendations. Item 7.2 85th Street (Page Avenue — Nashua Avenue) a. Consider approving resolution accepting feasibility study for the project. Find accompanying, the revised feasibility study with the revisions and additions requested by the Council. b. Consider approving resolution ordering the preparation of Plans and Specifications for the project. Find resolution accompanying this item. C. Discuss financing the 85th Street improvements. Refer to the feasibility report for the scenarios presented in the exhibits. d. Consider reapplying the advance encumbrance of MSA funds for the 85t Street Project. Item 7.3 Consider Approval of the 2001 Revisions to the Engineering Manual Mun g Civil 6- \\eeri icipal P NL3( rQYfiR?I?y r da 0 c \\Ha01\Shared DocsVvlunici aIWOTSEG01 0 Item 7.4 Any Other Engineering Business a. Consider providing staff with direction on securing drainage easements for the storm water discharge coming from Stonegate, Country Ridge and other adjacent lands including To -day Development. We recommend obtaining the easements as previously described in an exhibit presented to the owners and as referred to in the owner council meeting on this issue. b. Miscellaneous issues Ma01\Shared Docs\MunicipalWOTSEGO\g01\2000\ctgOlagenda3-12-01.doc Hakanson Anderson Assoc., Inc. ITEM 7.1 March 7, 2001 Mike Robertson, Administrator City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re: Otsego Wastewater Treatment Capacity Issues Dear Mike: As requested, I have reviewed the entire existing sewer serviced properties and all final platted lots. I have also reviewed all of the areas that are either preliminary platted or in sketch plan phase. This was completed to better understand where the city stands in regards to the number of sanitary sewer services available. Currently, the city has a wastewater treatment plant capable of handling 200,000 gpd, of this 200,000 gpd; Otsego has allocated 40,000 gpd of the capacity to the City of Dayton. This leaves 160,000 gpd or 640 residential equivalent connections (RFC's). The City of Otsego has either final platted or connected sewer service to a total of 644.6 REC's (see table 1). Although the total REC's is slightly greater than the Wastewater Treatment Plants capacity, this should not pose a problem because a majority of the 644.6 REC's are not live. The City of Otsego Wastewater Treatment Plant has a permit to discharge up to 400,000 gpd and the City has approved the go ahead on constructing the expansion of the Wastewater Treatment Plant. This means, in less than 2 years the city should have the capacity of 360,000 gpd or 1440 REC's. The city has approved several preliminary plats and/or is planning to assess property for sanitary sewer service. These properties total 726 REC's (see table 2). Combining this with the 644.6 REC's from Table 1, gives a total of 1370.6 REC's. This is slightly less than the 1440 REC's provided after the Wastewater Treatment Plant expansion. \\Ha01\Shared Docs\Municipal\AOTSEGO\614\ot614mr5.doc #'s revised 3-7-01 to reflect removal of Farr Senior Housing Mike Robertson Page 2 March 7, 2001 In addition, there are a few properties, which have sketch plans in and will be requesting sanitary sewer service in the near future. These are Otsego's Waterfront and Pheasant's Ridge 5th Addition. These have been approximated at 295 RFC's (see table 3). The city has expressed an interest in reserving 30% of the initial 200,000 gpd plant (60,000 gpd) for commercial/industrial use. This is equivalent to 240 REC's. Currently the city has used 16.6 RFC's for commercial/industrial or roughly 2.5% of the reserve. An additional 123 REC's of commercial/industrial have been preliminary platted or property assessed for sewer service. Sketch plans of an estimated 184 REC's have also been received by the city. This would bring the total REC's of probable commercial/industrial to 323.6 REC's. The East portion of the Otsego Waterfront project may be many years away. Subtracting this from the total commercial/industrial REC's leave 227.6 REC's. This is very close to the city's sewer capacity reserved for industrial/commercial. If the city would like to reserve sewer service for proposed industrial/commercial, we suggest the residential properties should not exceed a total of 1210 REC's. In conclusion, we are quickly approaching the maximum number of final plats the city can approve and additional preliminary plat applications should be informed of the imminent ceiling on final plat approvals for serviced lots. If you have any questions, please call me at 763-427-5860. Sincerely, Hakanson Anderson Associates, Inc. 1A )z2� Z� Ronald J. gner, RJW:dIc Enclosures cc: Lawrence Koshak, PE, City Engineer Judy Hudson, Clerk Dan Licht, NAC \\Ha01\Shared Docs\Municipal\AOTSEGO\614\ot614mr5.doc #'s revised 3-7-01 to reflect removal of Farr Senior Housing TABLE 1 FINAL PLATTED LOTS WITHIN SANITARY SEWER SERVICE AREA OR PRE-EXISTING HOMES OR COMMERCIAL BUILDINGS WHICH CONNECTED TO SEWER SYSTEM DEVELOPMENT NAME RES. RATES I/C REC'S TOTAL REC'S DESCRIPTION/STATUS Crimson Pond Phase 1A 41 0 41 Final Platted Crimson Pond Phase 1B 33 0 33 IFinal Platted Prairie Creek 1st 45 0 45 Final Platted Prairie Creek 2nd 45 0 45 JFinal Platted Prairie Creek 3rd 39 0 39 lFinal Platted Pheasant Ridge 151 45 0 45 IFinal Platted Pheasant Ridge 2nd 42 0 42 Final Platted Pheasant Ridge 3' 46 0 46 Final Platted Pheasant Ridge 41n 45 0 45 Final Platted Stone ate Estates 151 62 0 62 Final Platted he Pointe 15f 184 0 e-Existing Home 1844re-Existing Clem Darkenwald 1 0 1Buildin Christ Lutheran Church 0 7.4 7.4 Pre-Existinq Building Elk River Bank 0 1 1.5 1.5 Ore -Existing Building Tom Thumb 0 1.2 1.2!Pre-Existing Building odfathers 0 6.5 6.5 Pr -Existing Building 628.0 16.6 644.6 REC's Res. = Residential I/C = Industrial/Commercial \\Ha01\Shared Docs\Municipal\AOTSEGO\614\ot614mr5.doc #'s revised 3-7-01 to reflect removal of Farr Senior Housing TABLE 2 PRELIMINARY PLATTED LOTS WITHIN SANITARY SEWER SERVICE AREA OR PROPERTIES ASSESSED FOR SEWER DEVELOPMENT NAME RES. REC'S I/C REC'S TOTAL REC'S DESCRIPTION/STATUS Prairie Creek Tri -Homers Outlot Pulte 48 0 48 Preliminary Platted May Final Platted in 2001. Priaire Creek 4th Ulmer 35 0 35 Preliminary Platted Crimson Pond 3rd 51 0 51 Preliminary Platted Received final construction plans months ago, have yet to receive revisions. the Point 2nd 176 0 176 Preliminary Platted May Final Platted in 2001. St River's Point 1 32 0 32 Preliminary Platted May Final Platted in 2001. River's Point Outlot 101 0 101 Preliminary Platted Stone ate Estates 2nd 52 0 52 Preliminary Platted May Final Platted in 2001. tone ate Estates 3rd 52 0 52 Preliminary Platted Crimson Pond 4`h 47 0 47 Preliminary Platted Today Property 0 56' 56' Final Platted w/o sewer for up to 3 ears. CLC -MRD Addition Mary Dare's Property 0 67` 67' ill be assessed this year. Ranch Acres Slabtown 9 0 9 Slowl built out over several years I Estimated REC's 603 123' 726 REC's Res. = Residential I/C = Industrial/Commercial \\Ha01\Shared Docs\Municipal\AOTSEGO\614\ot614mr5.doc #'s revised 3-7-01 to reflect removal of Farr Senior Housing TABLE 3 CONCEPT PLANS WITHIN SANITARY SEWER SERVICE AREA DEVELOPMENT NAME RES. REC'S I/C REC'S TOTAL REC'S DESCRIPTION/STATUS Otsego Waterfront East side of Highway 101 0 96* 96* Lift Station and Boring under Highway 101 required Otsego Waterfront West side of Highway 101 0 88* 88* Sewer Line available for direct connection Pheasant Ridge 5th Addition ill* 0 111 Possible construction in 2001 111 184 295 *Estimated REC's Res. = Residential I/C = Industrial/Commercial \\Ha01\Shared Docs\Municipal\AOTSEGO\614\ot614mr5.doc #'s revised 3-7-01 to reflect removal of Farr Senior Housing FEB -27-2001 09:53 NAC 612 595 9837 F A/02 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 1416 Telephone: 952.595.9636 Facsimile: 952.595.9837 nacOwinterne corn MEMORANDUM - via fax transmission TO- Mike Robertson / Judy Hudson FROM: Daniel Licht DATE: 27 February 2001 RE: Otsego - Sanitary Sewer Plan; Residential Capacity NAC FILE: 176.0$ PAGES: 2 At their meeting last night, the City Council requested that staff outline information necessary to make a determination on a ceiling for residential sanitary sewer hookups. Based upon the information in Ron Wagner's letter of February 17, 2001, we believe thore are two options to be considered. The main distinction between the two options is whether the present 200,000 gpd capacity or planned 400,000 gpd capacity is used to determ ne the cap_ According to Table 1 of Mr. Wagner's letter, the City has already final platted all of ;he available capacity for the 200,000 gpd waste water treatment plant. These developments have signed development contracts and paid the applicable SAC/WAC fees reserving sanitary sewer capacity in accordance with the City's Comprehensive Plan. If the City Council chooses to base the ceiling for residential sewer allocations on the 200000 gpd capacity of the waste water treatment plant, it has already been exceeded. Therefore, the City would have to stop approving applications for residential preliminary and final Dat applications until such time as the planned waste water treatment plant expansion was complete. The other option is to assume that the waste water treatment plant will be expanded to 400,000 gpd and base the residential REC ceiling on that number. With expansion of the waste water treatment plant to 400,000 gpd, as many as 1210 RECs may be available For residential development The timing of the expanded wastewater treatment plant capacity being on-line is a critical issue for this option to ensure that service is available to all fi,-Ial platted developments. FEB -27-2001 09:53 NAC 612 595 9837 F •J2i02 A 1210 REC cap for residential development also assumes no additional capacity be .g allocated to Dayton an0' a 60,000 gpd reserve for commercial and industrial developmc . ,t. Dayton is being contacted regarding any interest in additional capacity. As noted'in 'r. Wagner's letter, the City has preliminary plats or concept approval for commercial c:,nd industrial development in excess of the initial reserve. Because of the econor lic importance of commercial and industrial development, the City may want to consi,.ier reserving additional capacity within the 400,000 gpd waste water treatment plant for thicse uses. The potential allocation of additional sanitary sewer capacity to Dayton or for commercial and industrial uses would reduce the ceiling for additional residential REG:s. Therefore, in order to establish a ceiling for residential sewer capacity of a 400,000 gpd. waste water treatment plant, it may be necessary to resolve these two outstanding issu :s. If the City Council elects to use a 400,000 gpd waste water treatment plant as the basis for available capacity and the issues of service allocated to Dayton end commercial/industrial development are resolved, there may be opportunities for additio+-1al residential final plats. Additional residential preliminary plats may also be allowad provided that the City continue its policy of only allocating plant capacity to approved tial plats with executed development contracts. It should also be noted that there is a policy within the Comprehensive Plan that final plats are only to be approved for developmeints that are likely to occur within two years. One reason for this policy is to ensure that E,ie development improvements occur in a timely manner because of the potential impact:: to surrounding parcels. This policy may take on greater significance as developers °racy: to the line" for the remaining residential capacity. PC. Larry Koshak Ron Wagner Andy MacArthur Page 2 of 2 T01:=L P.02 FEASIBILITY REPORT FOR PROPOSED BITUMINOUS STREET RECONSTRUCTION OF 85TH STREET OTSEGO, MINNESOTA March 7, 2001 Prepared by: HAKANSON ANDERSON ASSOCIATES, INC. 3601 Thurston Avenue Anoka, Minnesota 55303 Telephone: (612) 427-5860 I hereby certify that this Plan, Specification, or Report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under State of Minnesota Statutes 326.02 to 326.16. 11261Sl-,-711)1 Reg. No. a e 26052 Reg. No. D afe March 7, 2001 Honorable Mayor and Council Members City of Otsego 8899 Nashua Avenue Otsego, MN 55330 RE: 85th Street Feasibility Study Dear Mayor & Council Members: Please find enclosed a revised report for the above referenced project. The report has been revised to update costs and remove work completed by the Odean Avenue project. We have determined that the project is technically feasible, will benefit the area served and is necessary for the City. We are available to discuss the contents of the report at your convenience. Sincerely, HAKAN ANDERSON ASSOCIATES, INC. Z � L rence G. Koshak, PE Ronald J. VV Vgner, P. Enclosures LGK:ck cc: Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, Attorney \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332RevisedFEAS.doc CONTENTS PROJECT DESCRIPTION.............................................................................................1 II. STUDY AREA BOUNDARY...........................................................................................1 III. ROADWAY IMPROVEMENT PROJECT.......................................................................1 A. Existing Conditions.........................................................................................1 &2 B. Proposed Improvements.................................................................................2&3 C. Estimated Costs..............................................................................................3&4 Table 1...................................85th St. Cost Estimate (Nashua Ave to Odean Ave) Table 11...............................:......85th St. Cost Estimate (Odean Ave to Page Ave) D. Financing and Assessments............................................................................4-7 1. MSA Account....................................................................................... 4&5 2. Assessment Policy................................................................................... 5 Table III ..............................................Typical Otesgo Road Cost Estimate 3. Projected Roadway Assessments............................................................ 6 Table IV ............................. 85`h Street (Nashua Avenue to Page Avenue) ..................................................... Commercial Property by per Foot Basis Table V ............................85th Street (Nashua Avenue to Odean Avenue) ..................................................... Commercial Property by per Foot Basis Table VI ................................ 85th Street (Odean Avenue to Page Avenue) IV. STORM SEWER IMPROVEMENT PROJECT.............................................................. 7 A. Trunk Storm Sewer Facilities (85th Street)......................................................... 7 B. Projected Funding Balance................................................................................. 7 Table VII.......................................................................... Overall Project Funding Table VIII ............. Project Funding Balance — 85th St.(Page Ave. to Odean Ave.) Table IX ............ Project Funding Balance — 85th St.(Odean Ave to Nashua Ave.) Table X ................Project Funding Balance — 85th St.(Page Ave to Nashua Ave.) V. PROJECT SCHEDULE................................................................................................. 8 VI. CONCLUSIONS AND RECOMMENDATIONS............................................................. 9 ATTACHMENTS APPENDIX A Exhibit A - Project Location and Roadway Construction Benefiting Properties Exhibit A(W) - West Segment Only (Nashua Ave to Odean Ave) Exhibit A(E) - East Segment Only (Odean Ave to Page Ave) Exhibit B - Typical MSA Urban Street Section w/Bikeway and Walkway Exhibit C - Hall's Pond Watershed & Trunk Storm Sewer Facilities (85th Street) OBJECTIVE The objective of this report is to determine the feasibility of upgrading 85th Street from Page Avenue to Nashua Avenue to Municipal State Aid (MSA) Standards and improve the storm water drainage to work in conjunction with the Odean Avenue trunk storm sewer system already in place. II. PROJECT LOCATION The roadway portion of the project is located within Sections 20, 21, and 22, Township 121 N, Range 23W, in Otsego, Minnesota. The project area and roadway location is depicted on Exhibit A at the back of this report. lll. ROADWAY IMPROVEMENT PROJECT A. Existing Conditions The project consists of improving 85th Street from Page Avenue to approximately 650 feet east of Odean Avenue, then from approximately 500 feet west of Odean Avenue to approximately 700 feet east of Nashua Avenue. The project termini are the extents of previous MSA projects which improved 85th Street to MSA Standards. 85th Street is a 24 foot wide paved rural design street with ditch sections and culverts to provide drainage. The existing shoulders consist of 0.5' to 2' of topsoil in some areas, and are non-existent in others. Odean Avenue traverses 85th Street, separating it into east and west segments. The west segment is located between Nashua Avenue and Odean Avenue and is designated as MSA route 217-102-015. The east segment is located between Page Avenue and Odean Avenue and designated as MSA route 217-102-020. The west segment is approximately 4,410 lineal feet. The east segment is approximately 3,655 lineal feet. Both segments of roadway have exhibited signs of pavement distress in recent years. The western segment has required patching in recent years to replace areas of severe alligator cracking. The alligator cracking is caused by structural failure of the roadway section, and may be attributable to the poor subgrade materials. Page 1 \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332RevisedFEAS.doc The soils in the project area appear to vary from fine sands, to sandy foams, to loams. Inclusions of silty clay foams were noted in the section of 85th Street between Nashua Avenue and Odean Avenue and at the intersection of Odean Avenue and 85`h Street. The subgrade soils are thought to be generally unsuitable for roadway construction. Test borings must be performed during the design phase of the project to determine the exact subsoil characteristics. The National Wetland Inventory (NWI) Maps indicate that some of the low areas within the existing right-of-way may be Wetland Conservation Act of 1991 (WCA) wetlands. These areas may require special attention during the project design phase. The wetland areas must be delineated and work must be performed within the guidelines of the WCA. The existing ROW is 66 feet along the length of the roadway. There are no known drainage and utility easements located adjacent to the ROW. The roadway profile exhibits sharp vertical curves, reducing site distances in some areas. Site distance is also limited at several roadway intersections along the project length due to horizontal obstructions, primarily tree growth. The average daily traffic along the roadway is expected to increase in the near future due to proposed development work. An executive style golf course has recently opened in the NW '/4 of the SE '/4 of Section 20. Heritage Hills is continuing to add homes in the NW '/4 of the SW '/4 of Section 21. Crimson Ponds will add an access onto 85`h Street. All of these developments, when completed, will cause an increase in traffic to 85th Street, and may burden the capacity of the roadway as it exists. 85`h Street at the intersection of Odean Avenue, has been improved to MSA standards and will reduce the cost for 85`h Street improvements and lessen the amount of traffic disruption the reconstruction of 85`h Street will cause. Also, major trunk stormwater improvements have been completed reducing 85`h Street costs. These improvements include the regional pond in Heritage Hills, the regional pond on Wilson-Berge's property south of Hall's Pond, and storm sewer with the capacity to handle the runoff from ultimate development of the Hall's Pond watershed. B. Proposed Improvements The project involves constructing the roadway to Municipal State Aid (MSA) Standards. 85th Street is proposed to be a 44 foot wide urban design section with concrete curb and gutter. A 10' bike -path on the south side of the road is included in the proposed typical section. Page 2 \\Ha01\Shared Docs\MurncipalWOTSEGO\332\OT332RevisedFEAS.doc The typical design section will consist of a minimum 4'/2" bituminous surface over a minimum of 7" of Class 5 aggregate base course (identical to Odean Avenue). A 2' layer of clean sand will be placed below the aggregate base to provide structural support where subgrade soils are determined to be inadequate for roadway construction. Exhibit B depicts a typical MSA urban design section with bike path. Right-of-way purchase will be required to expand the ROW from 66' to 80'. Slope easements and temporary construction easements will be required to allow for roadway construction. The extents of the ROW and easements required will be determined during the preliminary design phase of the project. ROW acquisition will occur during the final design phase of the project. ROW acquisition must be initiated soon to insure that construction can begin in 2001. C. Estimated Costs Costs for street construction were analyzed for each segment of the proposed 85th Street. Our cost estimates are as follows: Table I 85th Street Odean Avenue to Nashua Avenue MSA Segment 217-102-015 Cost Estimate Estimated Item Cost Common Excavation and Subgrade Prep $160,000 Class 5 Aggregate Base Course 78,000 Bituminous Surfacing 158,000 Concrete Curb and Gutter 78,500 Erosion Control & Revegetation 13,000 Storm Sewer 126,000 Total Estimated Construction Cost $613,500 Construction Contingency at 10% 61,350 ROW Acquisition 44,250 Overhead at 20% 122,700 TOTAL ESTIMATED PROJECT COST $841,800 Page 3 \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332RevisedFEAS.doc Table II 85th Street Page Avenue to Odean Avenue MSA Segment 217-102-020 Cost Estimate Estimated Item Cost Common Excavation and Subgrade Prep $96,450 Class 5 Aggregate Base Course 61,000 Bituminous Surfacing 131,000 Concrete Curb and Gutter 65,250 Erosion Control & Revegetation 11,350 Storm Sewer 107,000 Total Estimated Construction Cost $472,050 Construction Contingency at 10% 47,205 ROW Acquisition 35,600 Overhead at 20% 94,410 TOTAL ESTIMATED PROJECT COST $649,265 D. Financing and Assessments MSA Account The portion of 85th Street studied is currently on the City of Otsego's MSA system. The MSA segment designations are 217-102-015 (Odean Avenue to Nashua Avenue) and 217-102-020 (Page Avenue to Odean Avenue). The roadway qualifies for MSA funding for construction, ROW acquisition, and engineering services. The City receives MSA allotments annually, 25% of which is allocated for maintenance. The remaining 75% is designated for construction. The 2001 MSA construction allotment was approximately $240,000. MSA allotments are determined based upon population and roadway mileage within the City. The estimated allotment for MSA construction funds in the near future (2 years) is estimated to remain the same. Page 4 \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332RevisedFEAS.dcc MSA allows City's advancements on funds for construction after all of the existing is used up or encumbered. The lesser of three years allotment or $750,000 can be advanced to Municipalities for construction projects. The maximum the City of Otsego could advance is $720,000. This is approximately 3 years of construction funds. As a result of this advance, the City would not receive future construction allotments until the advancements are paid back (approximately 2004). The advance in funds would not affect the maintenance allotment. 2. Assessment Policy The City of Otsego's Assessment Ordinance sets guidelines for determining assessment amounts for properties which abut MSA designated and eligible streets. The ordinance indicates that abutting properties shall be assessed for the costs of a typical street and any additional costs shall be paid for by the City. The typical roadway section would consist of a 33 foot wide roadway with concrete curb and 5' wide boulevards. Our estimated lineal foot cost for this type of roadway is as follows: Table III City of Otsego Estimated Construction Costs Typical Urban Roadway Section Item Common Excavation and Subgrade Prep Class 5 Aggregate Base Course Bituminous Surfacing with Curb Erosion Control & Revegetation Storm Sewer Signs Total Estimated Construction Cost Overhead and Contingency at 30% Estimated Cost per Lineal Foot $3.25 10.00 20.50 2.50 5.75 0.90 $42.90 12.87 TOTAL ESTIMATED PROJECT COST PER LF $55.77 By dividing the total estimated project cost by two, an assessment value per front foot of property is obtained. The estimated cost per front foot of property was determined to be $27.89. Page 5 \\Haol\Shared Docs\Municipai\AOTSEGO\332\OT332RevisedFEAS.doc 3. Projected Roadway Assessments Potential roadway assessments were determined based upon property access to 85th Street. Table IV, V, and VI were generated based upon front footage from half -section maps and costs described in Table IV. The benefiting properties for the roadway construction portion of the project are depicted on Exhibit A. Based upon a front foot cost of $27.89 and a total assessable front footage of 6909 the total potential revenue from street assessments was determined to be $192,692.01 (see Table IV). Table V depicts the proposed assessments for constructing 85th Street from 700' east of Nashua to 1/8 mile west of Odean Avenue & Table VI shows the proposed assessments for construction of 85th Street form 1/8 mile east of Odean Avenue to Page Avenue. Looking back at similar and recent roadway projects that were assessed, the city has lowered the assessment depending upon the situation or the classification of the road. In Odean Avenue's case the actual assessment was approximately 50% of that determined using the assessment policy. The City council's reason for the reduction was because of Odean Avenue's status as a major collector street. 85th Street has a road designation as a minor collector. Page 6 Ma01\Shared Oocs\Municipal\AOTSEGO\332\OT332RevisedFEAS.doc Lot I Block ISubdivison 1 I 1 James Addition 2 1 James Addition 3 1 James Addition 4 1 James Addition 5 1 James Addition 6 1 James Addition 7 1 James Addition 5 3 Hall's Addition 6 3 Hall's Addition 28 2 Vasseur's Oak Grove Estates is 1 i Vasseur's Oak Grove Estates 2 1 Vasseur's Oak Grove Estates 3 1 Vasseur's Oak Grove Estates 4 1 Vasseur's Oak Grove Estates 5 1 Vasseur's Oak Grove Estates 6 1 Vasseur's Oak Grove Estates 1 4 Vasseur's Oak Grove Estates 1 & 2 2 Vasseur's Oak Grove Estates 4th 13726 851h St. Section 20 13776 85th St Section 20 13838 85th St Section 20 13882 85th St. Section 20 13922 85th St, Section 20 13984 85th St. Section 20 $7,669.75 51,142.79 Portion of Stone Bridoe Qolf cours, i 4 H- to e Hills 2 4 Heritage Hills Total Estimated Amount from Roadway Assessments ' indicates 10 year assessment @ 8% revised 3/7/01 Table IV City of Otsego 85th Street Improvement Project (Both Segments) Estimated Roadway Assessments mr.uu 250.00 Based on Equal Portion teased on Equal Portion Based on Equal Portion __, . J v $6,57989 Based on Front Footage Per Unit except Comm. per Unit (75% of Ord.) per Unit (50% of Ord.) Front Cost Total Cost per Cost Cost except Commercial Cost except Commercial Footage Per FF Cost Year' per p Per Unit Year' Per Unit Cost per Cost Cost per 160.00 $27.89 56.972.50 Year' Per Unit Year' mr.uu 250.00 $27.89 $27.89 $7,446.63 $6,972.50 $1,109.55 __, . J v $6,57989 .naov.vu $98040 $4,934£ $4,9349 250.00 $27.89 $6,972.50 $1,038.90 $1,038.90 $6.579.89 $980.40 $4,934.9 250.00 $27.89 $6,972.50 $1,038.90 $6,579.89 $6.579.89 $980.40 $4.934.9 250.00 $27.89 56.972.50 $1,038.90 $6,579 89 $980.40 $980.40 $4,934.9 250.00 367.00 $27.89 $27,89 $6,972.50 $1,038.90 $6,579.89 $980.40 $4,934.9 $4.934.9, 300.00 $27.89 $101,235.63 $8,367.00 $1,525.11 51,246.68 $980.40 300.00 $27.89 $8,367.00 $1,246.68 $6,579.89 $6,579.89 $980 40 $4,934.9; 300.00 $27.89 $8,367.00 $1,246.68 $6,579.89 $960.40 $980.40 $4,934.9: 300.00 300.00 $27.89 $27.89 $8,367.00 $1,246.68 56,579.89 $980.40 $4,934.9: $4,934.9: 270.00 $27.89 $8,367.00 $7,53030 $1.246.68 $1,122.01 $6.579.89 5980.40 $4,934.9: 275.00 $27.89 $7,669.75 51,142.79 $6,57989 $6,579.89 $980.40 $4,934.92 825.00 $27.89 $23,009.25 $3,428.38 $23,009.25 5980.40 $3,428.38 $4,934.92 119955.000 $5,438.55 $810.34 $6589 $980.4 $,009.2s$27.89 $27.89 $5,43855 $810.34 , . 6,579.89 $980.40 $4,934.92 '959..00 $4.934.92 $194,086.51 $194,086.51 $151,317.20 ooiu 53,289.95 35.30 $3,289.95 35.30 $3,289.95 35 30 53,289.95 35.30 $3,2859.15 35.30 $3,289.95 35 30 $3,289.95 35.30 53,289.95 35.30 53.289.95 35.30 $3,289 95 35 30 $3,289.95 35.30 $3,289.95 28.38 $23,009.25 55 30 $3,289.95 55.30 $3,289 95 $108,547.88 $551 4f 5551 4f 5551 4E $551 48 S 551.48 5551.48 $ 551.48 5551.48 5551.48 5551 48 i 551.48 1551 48 i 551.48 ;551.48 551.48 '551.48 551.48 551 48 551 48 551.48 551.48 Table V City of Otsego 85th Street Improvement Project (West Segment Only) Estimated Roadway Assessments revised 3/7/01 Based on Equal Portion Based on Equal Portion Based on Front Footage Based on Per Equal Per Unit (75% of Ord.) Per Unit (50% of Ord.) Front Cost Total Cost Unit except Comm. Cost except Commercial except Commercial Lot Block Subdivison Footage Per FF Cost per Year` Cost per Cost Cost per Cost Cost per Per Unit Year' U Per nit Year` Per Unit Year` 1 2 1 1 Vasseur's Oak Grove Estates Vasseur's Oak Grove Estates 267.00 $27.89 $7,446.63 $1,109.55 $7,528.56 $1,121.75 $5,646.42 3 1 Vasseur's Oak Grove Estates 250.00 250.00 $27.89 $27.89 $6,972.50 $1,038.90 $7,528 56 $1,121.75 55,646.42 5841.32 $841.32 $3,764.28 $560.88 4 t Vasseur's Oak Grove Estates 250.00 $27.89 $6,972.50 $1,038.90 $7.528.56 $1,121.75 $5,646.42 5841.32 53.764.28 $560.88 5 1 Vasseur's Oak Grove Estates 250.00 $27.89 $6,972.50 56,972.50 $1,038.90 $7,528.56 $1,121.75 $5.646 42 $841.32 53,764.28 53,764 28 $560.88 6 1 1 Vasseur's Oak Grove Estates 250 00 $27.89 56,972.50 $1,038.90 $1,038.90 $7,528.56 51,121.75 $5.646 42 5841.32 53,764.28 $560.88 $560881 1 & 2 4 2 Vasseur's Oak Grove Estates Vasseur's Oak Grove Estates 4th 367.00 $2789 $10,235.63 $1,525.11 $7,528.56 $7,528.56 _ $1,121.75 $1,121.75 $5.646 42 $841.32 $3.764.28 5560.88 13726 85th St. Add. Section 20 300.00 $27.89 $8,367.00 $1,246.68 $7,528.56 $1,121.75 $5,646.42 $5,646.42 $841.32 $3,764.28 S56088 13776 85th St. Section 20 300.00 $27.89 $8,367.00 $1,246.68 $7,528.56 $1,121.75 $5.646.42 $841.32 53,764.28 $560.88 13838 85th St, Section 20 300.00 $27.89 $8,367 00 51,246.68 $7,528.56 $1,121.75 $5,646.42 $841.32 $3,764.28 $560 88 73882 85th St. Section 20 300.00 $27.89 $8,367.00 $1,246.68 $7,528.56 $1,121.75 55,646 a2 $841.32 $3,764.28 5560 88 13922 85th St Section 20 300.00 527.89 $8,367.00 $1,246.68 $7,528.56 $1,121.75 55,646.42 $841.32 $3,764.28 5560.88 13984 85th St. Section 20 270.00 $27.89 $7,530.30 $1,122.01 $7,528.56 $1,121.75 $5.646.42 $841.32 53.764.28 $56088 Ponion of Stone Bride olf course 275.00 $27.89 $7,669.75 $1,142.79 $7,528.56 $1,121.75 $5,646.42 $841.32 $3,764.28 $560.88 1 4 Herita e Hills 825 00 $27.89 $23,009.25 $3,428.38 $23,009.25 53,428.38 $23,009.25 $841.32 $3,764.28 $560.88 2 4 Heritage Hills 195.00 $27.89 $5,438.55 $870.34 $7,528.56 $1,121.75 55,646.42 $3,428.38 $23,009.25 $3.428.38 795.00 $27.89 $5,438.55 $810.34 $7,528.56 $1,121.75 $5,646.42 $841.32 $3,764.28 $560.88 Total Estimated Amount from Roadway Assessments 5144.00 $841.32 $3,764.28 $560.88 $143,466.16 $143,466.16 Indicates 10 year asssessment @ 8 $113,351.93 $83,237.71 revised 3/7/01 Table VI City of Otsego 85th Street Improvement Project (East Segment Only) Estimated Roadway Assessments illij- Total Estimated Amount from Roadway Assessments $50,620.35 $50,620.35 $37,965.26 $18,982.63 ' indicates 10 year assessment @ 8% revised 317101 Based on Front Footage Based on Equal Portion Per Unit Based on Equal Portion Per Unit (75% of Ord.) Based on Equal Portion Per Unit (50% of Ord.) Lot Block Subdivison Front Footage Cost Per FF Total Cost Cost per Year' Total Cost Cost per Year` Total Cost Cost per Year' Total Cost Cost per Year' 1 1 James Addition 160.00 $27.89 $4,462.40 5664.90 $5,062.04 $754.24 $3.796.53 $56568 51,898.26 S28284 2 1 James Addition 160.00 $27.89 $4,462.40 $664.90 $5,062.04 $754.24 $3.796.53 $565.68 $1,898.26 S28284 3 1 James Addition 160.00 $27.89 $4,462.40 $664.90 $5,062.04 $754.24 $3,796.53 $565.68 $1,898 26 5282.84 4 1 James Addition 160.00 $27.89 $4,462.40 $664.90 $5,062.04 $754.24 $3,796.53 $565.68 $1,898.26 $282.84 5 1 James Addition 160.00 527.89 $4,462.40 $664.90 $5,062.04 $754.24 $3,796.53 $565.68 $1,898.26 5282.84 6 1 James Addition 160.00 $27.89 $4,462.40 $664.90 $5,062.04 $754.24 $3,796.53 $565.68 $1,898.26 $282 84 7 1 James Addition 155.00 $27.89 $4,322.95 $644.12 $5,062.04 $754.24 $3,796.53 $565.68 $1,898.26 S282.84 5 3 Hall's Addition 200.00 $27.89 $5,578.00 5831.12 $5,062.04 $754.24 $3,796.53 $565.68 S1,898.26 $282.84 6 28 3 2 Hall's Addition Vasseur's Oak Grove Estates 1st Add 200.00 300.00 $27.89 $27.89 $5,578.00 $8,367.00 $831.12 $1,246.68 55,062.04 $5,062.04 $754.24 $754.24 $3,796.53 $3,796.53 $565.68 $565.68 S1,898.26 $1,898.26 S282.84 $282.84 illij- Total Estimated Amount from Roadway Assessments $50,620.35 $50,620.35 $37,965.26 $18,982.63 ' indicates 10 year assessment @ 8% revised 317101 IV. STORM SEWER IMPROVEMENT PROJECT The proposed roadway improvements will occur primarily in the Hall's Pond Watershed area. The long range watershed improvements must be considered for the design of the 85th Street improvements. The 85th Street storm sewer will serve as a facility to convey stormwater from the Hall's Watershed to the Hall's Pond area. Exhibit C depicts the Hall's Pond Watershed. We estimate that the trunk and lateral storm sewer for the west portion of the project would be MSA funded at 55% and the east portion of the project would be MSA funded at 100%. MSA funding of storm sewer is determined by the percentage of land being drained from road right of way versus the amount of total land being drained through the proposed storm sewers. V. PROJECTED FUNDING BALANCE The existing Otsego MSA funds available for road construction are assumed to be encumbered due to pending right-of-way on Odean Avenue and 78t�' Street. Based upon our initial review of the project, we have prepared the following tables: Page 7 \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332RevisedFEAS.doc Table VII City of Otsego 85th Street Improvement Project Overall Project Funding Balance Item Total Cost MSA Eligible Cost MSA Funds Available Assessments or City Funds Required 85th Street (East Segment Only) $649,265.00 $649,265.00 $649,265.00 $0.00 85th Street (West Segment Only) $841,800.00 $785,100.00 $720,000.00 $121,800.00 85th Street (Nashua Ave. to Page Ave.) 1 $1,491,065.00 $1,434,365.001 $720,000.00 $771,065.00 Table VIII City of Otsego 85th Street Improvement Project (Page Ave to Odean Ave) East Segment Only Project Funding Balance Based off Table VI Money needed from Assessments and/or Money from Individual Lot City Funds City Funds Assessments Assessments Required 100% of Ordinance Varies Front Footage Basis $0.00 $50,620.35 $4462.40 to $8367.00 $0.00 100% of Ordinance Per Unit Basis $0.00 $50,620.35 $5,062.04 $0.00 75% of Ordinance Per Unit Basis $0.00 $37,965.26 $3,796.53 $0.00 50% of Ordinance Per Unit Basis $0.00 $18,982.63 $1,898.26 $0.00 Based off Table VI Table IX City of Otsego 85th Street Improvement Project (Odean Ave to Nashua Ave) West Segment Only Project Funding Balance Based off Tables V Money needed from Assessments and/or Money from Individual Lots City Funds City Funds Assessments Assessments Required 100% of Ordinance Varies Front Footage Basis $121,800.00 $143,466.16 $5,438.55 to $23,009.25 50.00 100% of Ordinance Per Unit Basis for Residential $7,528.56 Per Front Footage for Commercial $121,800.00 $143,466.16 $23,009.25 Comm. $0.00 75% of Ordinance Per Unit Basis for Residential $5,646.42 Per Front Footage for Commercial $121,800.00 $113,351.93 $23,009.25 Comm. $8,448.07 50% of Ordinance Per Unit Basis for Residential $3,764.28 Per Front Footage for Commercial $121,800.00 $83,237.71 $23,009.25 Comm. $38,562.29 Based off Tables V . Table X City of Otsego 85th Street Improvement Project (Page Ave to Nashua Ave) Both Segments Project Funding Balance Based on Table IV Money needed from Assessments and/or Money from Individual Lots City Funds City Funds Assessments Assessments Required 100% of Ordinance Varies Front Footage Basis $771,065.00 $194,086.51 $4,322.95 to $23,009.25 $576,978.49 100% of Ordinance Per Unit Basis for Residential $6,579.89 Per Front Footage for Commercial $771,065.00 $194,086.51 $23,009.25 Comm. $576,978.49 75% of Ordinance Per Unit Basis for Residential $4,934.92 Per Front Footage for Commercial $771,065.00 $151,317.20 $23,009.25 Comm. $619,747.80 50% of Ordinance Per Unit Basis for Residential $3,289.95 Per Front Footage for Commercial $771,065.00 $108,547.88 $23,009.25 Comm. $662,517.12 Based on Table IV VI. PROJECT SCHEDULE The schedule for this project will be effected by the date the Council holds a public hearing and orders the preparation of Plans and Specifications. A project schedule will be prepared for the public hearing by our office. VII. CONCLUSIONS AND RECOMMENDATIONS This report analyzed the feasibility of reconstructing 85th Street from Page Avenue to Nashua Avenue to meet Municipal State Aid (MSA) Standards. Stormwater drainage within the Hall's Pond watershed was also reviewed. A portion of the 85th Street storm sewer will serve as a trunk facility for that watershed. The improvement is technically feasible as described in this report. The storm sewer system improvements to be made in conjunction with this project include oversizing the 85th Street storm sewer to serve as a trunk facility The storm sewer improvements would be best made in conjunction with the 85th Street reconstruction project. Reconstruction of 85th Street is necessary due to the recent structural deterioration of the existing pavement section. Potential development in the area may tax the capacity of the existing roadway, which makes the improvement desirable. The project would be funded by assessments and by MSA funding. The project appears to be cost-effective if an advancement of MSA construction funds is obtained by the City. The estimated MSA funds available are less than estimate construction cost. The MSA funds available were estimated and may exceed the amount listed. We recommend that this study be forwarded to an appraiser for review of the assessment amounts recommended in this report. The appraiser should determine if the proposed assessment amounts are equivalent to or less than the benefit of the improvement. Page 8 \1Ha011Shared Docs\Municipal\AOTSEGO\332\OT332Revised FEAS.doc ATTACHMENTS APPENDIX A ■■Ti�►lvllb. `'' ��' ��lraa1! .. e _ sem � ........ .. . ��Q61v-�a oo©0000e►'0 0ao��Q�,iO ■ -- o �A �a �o ■■■o©s�� ao `bad© es�o ��,a�. d�e000 ���//a _ ,����0 ����E�■�' �■■■ , ooa ��oo �o ��`r'�R+��a��■■■ ■ _ �9'1 O�dO 0000 a0�v�/o0 y� ��.. 111A11v ■ ■sem■ o�o��,�� a■ � aas a©■ ®so ��e�m■ �`- '■■ ewe■ s �. oo�o � ® a oo:.. a■ ves / _ �� a oO��OB�������� O�S�a■ ®�� vs ■e1p1 0000 vs00 � oo a aie�ee 0 ��°s — o ���■■■ - ��� ■ ' � e s res �mmm as �� qj��0 � i*1[�°�F �'�'�, l ����ya �`O► O�o0A0O��� o� Baa oa ■r votes' d @ v � � QUO �0EN00� oa�� o® mm o� - omr. immSS'���0 o ■d�aa_ w o1m r�vQ+�s ���' Sees1���� �eo6voo -• I� m©oee�oo�o0�� ■ i osaroo m me■ 1111110 ��es= - PROJECT AREA PROPERTIES BENEFITTING FROM ROADWAY IMPROVEMENTS H 1000 0 1000 2000 SCALE IN FEET EXHIBIT A ROADWAY CONSTRUCTION BENEFITTING PROPERTIES 2/21/01 OT332/OT332-EXA.DWG EXHIBIT A(WEST) PROJECT AREA ROADWAY CONSTRUCTION x BENEFITTING PROPERTIES PROPERTIES BENEFITTING FROM ROADWAY IMPROVEMENTS 500 0 500 1000 SCALE IN FEET 2/21/01 0T332/0T332-EXA.DWG EXHIBIT A(EAST) PROJECT AREA ROADWAY CONSTRUCTION x BENEFITTING PROPERTIES PROPERTIES BENEFITTING FROM ROADWAY IMPROVEMENTS 500 0 500 1000 SCALE IN FEET 2/21/01 OT332/OT332-EXA.DWG 3 O c 18' i 10' r-■ 10• CLEAR CLEAR PARKING LANE ZONE ZONE 4�BIKE PATH Mqx a�� 8818 CURB AND \ GUTTER (TYPICAL) 2" LVWE45030C BITUMINOUS PAVEMENT 12' - a" CL 5 AGGREGATE BASE SUBGRADE PREPARATION Ll--- � OF PROPOSED ROADWAY 80' I 44' 12' DRIVE LANE 12' 10' DRIVE LANE PARKING LANE 1 2% 1 TACK COAT WEAR COURSE 2" LVWE45030C BITUMINOUS PAVEMENT NON—WEAR COAT 2 1/2" LVNW250306 46' - 7" CL 5 AGGREGATE BASE SUBGRP.DE PREPARATION TYPICAL STREET SECTION NO SCALE 18' EXHIBIT B TYPICAL MSA URBAN STREET SECTION hill Hakonson Anderson Assoc.,Inc s. Sur.ry , i. . :.c -4c? -58e0` :�>t512- _- ^.`.2r• 2/21/01 OT332/OT332—EXA.OWG ■110. esu. o0 oar �.00 00 �'�� �_ , ����-��,�e� � ! �' d iia a�►�� �o ss�� s®0,�� �9�� 1 �./��,�►`��00011 �■ 1� o�av omoae a�jd�.o milli v o o vv vv®so � � w as �9�1®11� a►---. 0�4 ees��o � i �� e! ©1o1O8ov0O11�3ifo�s�av ��� e�� �10 IIoA soa � _ t QEFn s .._• ,: . �� ., �- �,�,�; ��.- � �� ���oQaveO, a so v —;�lSS��IIA��� IW' 012000 0 M— �0dB111 �ao�''s MR ed�0O00� v� vOv v� o � era m ; � Boc Iry z ... . ... off 2/21/01 OT332/OT332—EXA.OWG APPENDIX B RESOLUTION NO. RESOLUTION ORDERING PUBLIC HEARING AND ORDERING ADDITIONAL PRELIMINARY WORK ON AN IMPROVEMENT WHEREAS, pursuant to a resolution of the council adopted , 2001, a report has been prepared by Hakanson Anderson Associates, Inc. with reference to the improvement of 85th Street between Page Avenue and a point 700 feet east of Nashua Avenue,exceptin '/< mile at the intersection of Odean Avenue, and this report was received by the Council on 2001, and, WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective and feasible, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA: 1. The council will consider the improvement of such street in accordance with the report and the assessment of both abutting and non -abutting properties as detailed in the report for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of $ 2. A public hearing shall be held on such proposed improvement on the day of , 2001, in the council chambers of the city hall at p.m. and the clerk shall give mailed and published notice of such hearing and improvement as required by law. 3. The engineer, Hakanson Anderson Associates, Inc., shall proceed with obtaining additional information related to the project to include the following: A. Obtain an appraiser to review the proposed assessments and comment as to the relative benefit to the properties. B. Perform soil test borings along the length of the roadway. C. Perform field survey work necessary for preparation of plans and specifications for the proposed improvement. Adopted by the council this day of 2001. Larry Founier, Mayor aHa01\Shared Docs\Municipal�AOTSEu0\332\OT332RevisedFEAS.doc Judy Hudson, Clerk APPENDIX B RESOLUTION NO. RESOLUTION ORDERING PUBLIC HEARING AND ORDERING ADDITIONAL PRELIMINARY WORK ON AN IMPROVEMENT WHEREAS, pursuant to a resolution of the council adopted , 2001, a report has been prepared by Hakanson Anderson Associates, Inc. with reference to the improvement of 85th Street between Page Avenue and a point 700 feet east of Nashua Avenue,exceptin '/4 mile at the intersection of Odean Avenue, and this report was received by the Council on 2001, and, WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective and feasible, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA: 1. The council will consider the improvement of such street in accordance with the report and the assessment of both abutting and non -abutting properties as detailed in the report for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of $ 2. A public hearing shall be held on such proposed improvement on the day of , 2001, in the council chambers of the city hall at p.m. and the clerk shall give mailed and published notice of such hearing and improvement as required by law. 3. The engineer, Hakanson Anderson Associates, Inc., shall proceed with obtaining additional information related to the project to include the following: A. Obtain an appraiser to review the proposed assessments and comment as to the relative benefit to the properties. B. Perform soil test borings along the length of the roadway. C. Perform field survey work necessary for preparation of plans and specifications for the proposed improvement. Adopted by the council this day of 2001. Larry Founier, Mayor \\Ha01\Shared Docs\Municipal\AOTSEGO\332\OT332Revised FEAS.doc Judy Hudson, Clerk RESOLUTION NO. RESOLUTION ORDERING PREPARATION OF PLANS AND SPECIFICATIONS WHEREAS, pursuant to the Feasibility Report prepared by Hakanson Anderson Associates, the Council herein orders the preparation of plans and specifications for improvement of 85th Street between Page Avenue and a point 700' east of Nashua Avenue, except'/4 mile at the intersection of Odean Avenue, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA: 1. Hakanson Anderson Associates, Inc. is hereby directed and authorized to prepare plans and specifications for the making of such improvement. Adopted by the council this day of Judy Hudson, Clerk \\Ha01\Shared Docs\Municipal\AOTSEGO\332\ot332res04.doc , 2001. arry Fournier, Mayor No. 2001 - RESOLUTION Whereas, the City of Otsego is planning on implementing Municipal State Aid Street Projects in 2001 which will require State Aid funds in excess of those available in its State Aid Construction Account, and Whereas, said City is prepared to proceed with the construction of said project through the use of advance encumbrances from the general State Aid Construction Account to supplement the available funds in the State Aid Construction Account, and Whereas, repayment of the funds so advanced will be made in accordance with the provisions of Minnesota 'Statutes 162.14, Subdivision 6 and Minnesota Rules, Chapter 8820. Now, Therefore, Be It Resolved: That the Commissioner of Transportation be and is hereby requested to approve this advance for financing approved Municipal State Aid Street Projects of the City of Otsego in an amount up to $720,000 in accordance with Minnesota Rules 8820.1500, Subparagraph 9, and to authorize repayments from the following year's accruals to the Construction Account of the Municipal State Aid Street fund for said City. I HEREBY CERTIFY that the above is a true and correct copy of a Resolution presented to and adopted by the City of Otsego, County of Wright, State of Minnesota, at a duly authorized meeting thereof held in the City of Otsego, Minnesota on the day of , 2001, as disclosed by the records of said City on file and of record in the office. Judy Hudson, City Clerk City of Otsego ADVANCE ENCUMBRANCE — GENERAL STATE AID FUNDS (CITY) �\Ha01\Sharaa OocsVMunicipaMOTSEGO\33ZOT332RES.ox BITUMINOUS, CONCRETE. OR GRAVEL DRIVEWAY 0 30' MAX. 3' J m I SURMOUNTABLE CONCRETE CURB -"--EDGE OF CURB ASPHALT ROAD URBAN DRIVEWAY SECTION 4 EDGE OF PAVEMENT OR GRAVEL ROAD RURAL DRIVEWAY SECTION TYPICAL DRIVEWAY SECTIONS NTS STANDARD PLATE NO. 109 ON I'Ss GRL7 RIYIIt ROAD RETAINING WALL OR MAX. SLOPE 4:1 - - - - - - - - - - - - - - - 30' MAX. 3' J m 4 EDGE OF PAVEMENT OR GRAVEL ROAD RURAL DRIVEWAY SECTION TYPICAL DRIVEWAY SECTIONS NTS STANDARD PLATE NO. 109 ON I'Ss GRL7 RIYIIt ROAD c eat Z WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM z Z END OF BLANKET O BURIED IN 6" DEEP C) --� VERTICAL TRENCH D D MIN r MIN fq --A D Z NOTE WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED Z ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES 01D SHALL BE OVERLAPPED A MINIMUM OF 6". O PLASTIC BIODEGRADABLE STAPLES SHALL BE USED N IN PLACE OF METAL WIRE STAPLES. 09.8004 0~ UR.e f 003M Jo AID 3VLLVNa31Tl JJVID34� H31JO 03SOdoad . .118*M vM � 1 go,,. 1 1 1 1 1 1 1 L I --INA N \ N\ fi HOLL03S ` \ •m IV l \ WAR AwIMK O.NLO BIeNX Maas Nnxm cwm Neg4 (Umm as) INwsn Anww BRONX r1MRrrm y\: <uw UODO pvw"io BRO= f�'/� t"Mn Aura MMm BRaeo ` \ �\•� uOaVkAUYn OMM BRONX r awn 1S 000 ulo MEMO Date: March 8, 2001 To: Mayor & Council From: City Administrator Mike Robertson Re: 85th Street Improvement Sources of Financing Per Council request, staff has taken a look at sources of financing for the 85th Street Improvements. Below is a list of possibilities. ASSESSMENTS I agree with the City Engineer's recommendation that the entire cost of the improvement cannot be assessed to the landowners on 85th Street. I would also agree with the Mayor's statement that the assessment for 85th Street should be very similar to the assessment for Odean Avenue, which I expect to be in the neighborhood of $3000 a unit. Assessments do not provide upfront financing. The money for that must be obtained from some other source. The assessments assist in paying back or reimbursing another source(s) of funds. MSA FUNDS Minnesota State Aid (MSA) is money that the State gives local governments to maintain a road system which serves the entire state. The City receives approximately $240,000 a year for construction of its MSA roads. The City had allowed its MSA money to accumulate for a few years, but all of its MSA money was spent in the last two years on the Odean Avenue, 78th Street, and Quaday Avenue road improvement projects. At this point the City has no MSA money available. As City Engineer Koshak described in a recent workshop, the State will allow the City to borrow ahead for three years worth of MSA road construction money. This would be worth approximately $720,000 to Otsego. The money